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CITY SECRETARY
. CONT�AG'� Np , o� s ���.
SPECIFICATIONS
AND ,�Toe ��
CONTRACT DOCUMENTS
FOR:
CIiY �EC;��iARY
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MAIN 390 DRAINAGE AREA SANITARY S��; ��gSTEM
REHABILITATION AND IMPROVEMENTS
(GROUP 6, CONTRACT 1), PART��NTRACT�R'$ 8������vGO.
PS46-070460410280
NIT 3 NSTRU+�T��!'v�'� ��t�`�'
�-�� �';.��ivT D�PAR��r7���T
L-1756; L-1757; L-3097; L-3775; L-4187; L-6342
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UNIT 3
(DOE No. 2527)
L-994; L-996; L-1264; L-1265; L-1591; L-2185; L-248�0;
L-2513; L-2513"A"; L-2534; L-3038; L-2593; L-2594
L-2660; M-50
L-977; L-988; L-992; L-1002; L-1012; L-1015; L-1040;
L-1083; L-1570
� L-1010; L-2073; L-2074; L-2375; L-3397; L-2480;
L-2533; L-3434; L-3509; L-3509"A"; L-4952; L-4952"A"
IN
� THE CITY OF FORT WOFZTH, TEXAS
� KENNETH L. BARR BOB TERRELL
MAYOR CITY MANAGER
Prepared for:
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DEPARTMENT OF ENGINEERING
A. DOUGLAS RADEMAKER, P.E.
DIRECTOR, DEPAf�TMENT OF ENGINEERING
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HUGO A. MALANGA, P.E.
DIRECTOR, DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS
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LEE BRADLEY, P.E.
DIRECTOR, WATER DEPARTMENT
April, 1999
Prepared by:
J. B. DAVIES INC.
ENGINEERS-SURVEYORS
FORT WORTH, TEXAS
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CITY OF FORT WORTH, TEXAS
DEPARTMENT OF ENGINEERING
ADDENDUM No. 1
to:
TO TI� SPECIFICATIONS AND CONTRACT DOCUMENTS
for
MAIN 390 DRAINAGE AREA SANITARY SEWER SYSTEM
REHABILITATION AND IMPROVEMENTS
(GROUP 6, CONTRACT 1), PART 8
PS46-070460410280
UNIT 1, UNIT 2, UNIT 3, AND UNIT 4
DOE NO. 1828, 2526, 2527, AND 2528
Bid Receipt Date - Thursday, May 27, 1999
The Specifcations and Contract Documents for the subject project are hereby revised or amended as follows:
Addendum no. 1, Change no. 1,
PART B. PROPOSAL. UNIT 3
Page B-39, Item number 1) *8-Inch PVC Sanitary Sewer Pipe; All T`rench Depths,
CHANGE the Quantity rom: . �
3,069 LF
CHANCE the Quantity to:
3,029 LF
Addendum no. 1, Change no. 2, . /�"
PART B, PROPOSAL, iJNIT 3 -��
Page B-39, Item number S7 *8-Inch PVC Sanitary Sewer Pipe; By Method Other Than Open Cut,
CHANGE the Quantity rom:
108 LF
CHANGE the Quantity to:
OMIT THIS ITEM ENTIRELY
Addendum no. 1, Change no. 3,
PART B. PROPOSAL, LJNIT 3
Page B-39, Item number 6) *8-Inch DIP Sanitary Sewer Pipe; By Method Other Than Open Cut,
CHANGE the Quantity rom:
54 LF
CHANGE the Quantity to:
202 LF
Addendum no. I, Change no. 4,
PART B, PROPOSAL. IJNIT 3
Page B-45, The last line of text on the page:
CHANGE the text rom:
PART — B PROPOSAL, LTNIT 1
CHANGE the t�ct to:
PART — B PROPOSAL, UNIT 3
Addendum No. 1, Page 1 of 2
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The Construction Plans for the subject project are hereby revised or amended as follows:
Addendum no. 1 Change no. 5
SHEET NO. 40 of 62 — SANITARY SEWER REHABILITATION, L-988, STA. 5+96 TO STA. 14+05,
CHANGE the PROPOSED PIPE MATERIAL rom:
20 LF of 8" PVC SEWER BY METHOD OTHER THt1N OPEN CUT station 11+12 to 11+32
CHANGE the PROPOSED PIPE MATERIAL to:
20 LF of 8" Class 51 DIP SEWER BY METHOD OTI�R THAN OPEN CUT station 11+12 to 11+32
Addendum no. 1 Change no. 6
SHEET NO. 42 of 62 — SANITARY SEWER REHABILITATION, L-1002, STA. 0+00 TO STA. 4+40.00
CHANGE the PROPOSED PIPE MATERIAL rom:
24 LF of 8" PVC SEWER BY METHOD OTHER THAN OPEN CUT station 1+90 to 2+14
CHANGE the PROPOSED PIPE MATERIAL to:
24 LF of 8" Class 51 DIP SEWER BY METHOD OTI�R THAN OPEN CUT station 1+90 to 2+14
Addendum no. 1 Change no. 7
SHEET NO. 46 of 62 — SANITARY SEWER REHABILITATION, L-1570, STA. 0+17.88 TO STA. 5+85
CHANGE the PROPOSED PIPE MATERIAL rom:
32 LF of 8" PVC SEWER BY METHOD OTI�R THAN OPEN CUT station 0+59 to 0+91 and ,
40 LF of 8" PVC SEWER BY METHOD OTI�R THAN OPEN CUT station 1+30 to 1+70 and
20 LF of 8" PVC SEWER BY METHOD OTHER THAN OPEN CUT station 2+04 to 2+24 and
12 LF of 8" PVC SEWER BY MET'HOD OTI�R THAN OPEN CUT station 3+41 to 3+53
CHANGE the PROPOSED PIPE MATERIAL to:
32 LF of 8" Class 51 DIP SEWER BY METHOD OTI�R TF-IAN OPEN CUT station 0+59 to 0+91 and
40 LF of 8" Class 51 DIP SEWER BY MET'HOD OTI-iER THAN OPEN CUT station 1+30 to 1+70 and
20 LF of 8" Class 51 DIP SEWER BY METHOD OTI�R THAN OPEN CUT station 2+04 to 2+24 and
12 LF of 8" Class 51 DIP SEWER BY METHOD OTI�R TfiAN OPEN CUT station 3+41 to 3+53
This Addendum forms a part of the Contract Documents referenced above and modifies the original Contract
Documents and Construction Plans. Please acknowledge receipt of this Addendum on the space provided below,
and on Page B-45 of your Bid Proposal for Unit 3 and note the outer envelope of your bid. Failure to retum a
signed copy of the addendum with this proposal shall be grounds for rendering the bid non-responsive. Failure to
aclaiowledge receipt of the Addendum could subject bidder to disqualificarion.
Receipt Acknowledged:
By: �
Title: �� � f �
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Address: ��.f�� � ��-C(�
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Rick Trice, P.E., Manager
Consultant Services (DOE)
By: '1� h � 5 �/„ �G�
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Telephone:
Addendum No. 1, Page 2 of 2
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� May-25-99 04:34P AGT & JBD
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817 870 1503 P.O1
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• DEPARTMENT OF ENGINEERfNG
ADDENDUM NO. � �
TO THE pLANS ANO SP�CIFICATIONS ANQ CONTRACT DOCUMHNTS
FpR
MAIN 390 DRAINAGE AREA SANITARY SEWER SYS7EM
REHASiLITAT{ON AND IMPROVEMENTS
(GROUP 6� CONTRACT 1}, PART 8
PS46-0704604102s0
pp� NOS.1g28� 252s, 252'7, ANp Z528
BID RECEIf'T DATE THURSDAY� MAY 27,1999:
ISSU�D THURSDAY MAY i3,1999:
Prospect�ve bidde�s are hereby notified of the foliowing: .
1. Paragraph C6-6.12 of the Part G� General Conditions should be deteted in its entirety and replaced wittti
the following:
"C6- ,12 CON7RACTOR'S R�.,SPONS1Bll.,ITY FnR DAMAGE CLAtiM5
� Cont�actor Covenants and agrees to indemnify City's engineer and arCMitect, and their personnel ai the
project site for Contractor s sole negligence. In addition, Contractor covenants and 8g�ees to indemniFy, I�oid
harmless and defend, at its own expense, tRe Owner, its officers, servanl5 and employees, from and against
any and alf claims or suits for property loss, properry damage, personat injury, including death, arising oui
7 pf, or alleged to arise oui of, {he work antf services b b� perfarmed hereunder by ContraCtor, its officers,
agents, employees, subcontraclors, licensees or invitees, �her or nat ath(, �uch Mlur�r. aamaae o�
�g�th, is caused.ln_�ho1e ar i�C�. bv the r�qligQ.t�ce or alleqgd neatiaence of Q�t..Itg oiticers,
servants Qr em�yees. Contrector likewise covenants and agrees to indemnify and ho�d harmless the
� Owner from and against any and al1 injuries to Owner's officers, servanls and employees and any damage,
loss or destruction to prOperty the Owner arising from the performance af any of the terms and conditions of
this Contract, �hather or not anv suc�slt�y or damaae is caused in v�ehple or in nart bv the
J n�qioeqeo or alieg,�,d negltgence oLOwner. its oHi n r .
!n the event Owner reCeives a w�itten claim for d�mages against the Contractor or its subcontractors prior to
final payment, final payment shall not be made until Contractar either (a) submils to Owner satisfactory
evidence that the claim has been setded and/o� a release from the Claimant invol�ed, or (b) provides Ow►�er
� with a letter from Contraator's liability insurance carrier that the ctaim has been reterred to the insur:3nce
carrier.
The Directnr may, if he deems it app�oQriate, refust !o accept bids on other City of Fort Worth public work
J trom a Contractor against whom a cl�im For damages is out5t8nding as a reSufi Of work performed under a
City Contract"
2. A!I other provfsior+s of the ptans, specifications and contracl documents for the project which are not
� exp�essly amended herein shall �emein in full forc9 8nd effect.
This Addendum forms a part of the Gontract Documents referenced above and modifies the original Contract
Documents and Construction Plans. Ptease acknowledge receipt of this Addendum on the space prov�c�ed
� betow, on each Unit for which a bid +s submitted as follows: P�ge 8-15 Unit 1, Page 8-30 Unit2, Page B-45 Unit
3 and Page 8-60 Unit 4, and note on the oute� envelop8 of you� bid. Faifu�e to return a signed capy o� the
addendum with the proAosal sh�1f be grounds for rendering the bid non-responsive. A signed copy of �his
adde�►dum sha11 be placed '+nto the proposal at the time of bid submittal.
Receipt Acknowledged:
$y:
iitle:
Address:
Telephone'
ADbENDUM_PART C
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Rick Trica, P.E., Manager
Consultant Services (DOE)
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May-25-99 04:35F AGT & J8D
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CITY OF FORT WORTH, TEXAS
DEPARTMENT OF ENGINEERING
�P��NAi�T.i!'LN�-.�
to:
TO THE SPi:CiT�YCATIONS AND C�NTRACT D�C�JMENTS
for
MAIN 390 DRAZT�iAGE AREA SAMTARY SEWER SYS'I EM
li�HABII,ITATION AND IMPROYEMENTS
(GR4UP 6, CONTRACT 1), PART 8
PS46-070460d10280
UNYT 1> UNIT 2, iJNxT 3, AND UNiT 4
DdE NO. 1828, 2526, 2527, AND 2528
Bid Receipt Date -'fhursday, May 27, 19�9
The Speci6cacioas and Contract Documenis ior tl�e subject project are hereDy revlsed or acneaded as follmvs;
.tdrlend��m no. 3, Chan�e no. 1,
p,pj2T R PRnPO�Ai,. UNIT 2
Page B-26, Delete Pay ]teip 1Yo.18 in it's entirely
This Addcndum foans a part of tht C;ontract DoCumant3 rCfercnc:W abovc and mod�es the origi�tal Contract
Documents and Conscruction Plans. Please acknowladga receipt oI this Addcndum on the space pro�ided beluw,
and on Page B-30 of your Bid Proposal for Unil 2 ancl note tha outcr cnvclapc of your hid. Failure to rtturn a
signtd copy of lht xdden�ltun with this proposal shatl b� gr�unds for rendering the bid n4n-responsive. �silurc ta
ackn�wledbc rcccipc oFnc� Addendum could subjecc bidder tv dis4ualification.
Receipt Acknowledged:
By:
Title:
Address:
Teiephone:
Rick T'rice, P.E., Maaaget
Consultant Services (DOE)
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xy: � S
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Addcndum No. 3, i'agc 1 of !
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SPECIFlCATIONS
AND �
CONTRACT DOCUMENTS
FOR:
MAIN 390 DRAINAGE AREA SANlTARY SEWER SYSTEM
REHABILITATION AND tMPROVEMENTS
(GROUP 6, CONTRACT 1), PART 8
PS46-070460410280
UNIT 1, UNIT 2, UNIT 3, AND UN1T 4
DOE NO. 1828, 2526, 2527, AND 2528
UNIT 1
(DOE No. 1828)
UNIT 2
(DOE No. 2526)
UNIT 3
(DOE No. 2527)
UNIT 4
(DOE No. 2528)
L-1756; L-1757; L-3097; L-3775; L-4187; L-6342
L-994; L-996; L-1264; L-1265; L-1591; L-2285; L-2480;
L-2513; L-2513"A"; L-2534; L-3038; L-2593; L-2594
L-2660; M-50
L-977; L-988; L-992; L-1002; L-1012; L-1015; L-1040;
L-1083; L-1570
L-1010; L-2073; L-2074; L-2375; L-3397; L-2480;
L-2533; L-3434; L-3509; L-3509"A"; L-4952; L-4952"A"
IN
THE CITY OF FORT WORTH, TEXAS
KENNETH L. BARR
MAYOR
BOB TERRELL
CITY MANAGER
Prepared for:
DEPARTMENT OF ENGINEERING
A. DDUGLAS RADEMAKER, P.E.
DIRECTOR, DEPARTMENT OF ENGINEERING
HUGO A. MALANGA, P.E.
DIRECTOR, DEPA•RTMENT OF TRANSPORTA710N AND PUBLIC WORKS
' " LEE BRADLEY, P.E.
DIRECTOR, WATER DEPARTMENT
April, 1999
Prepared by:
J. B. DAVIES INC.
ENGINEERS-SURVEYORS
FORT WORTH, TEXAS
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TABLE OF CONTENTS
WATER LINE AND SANITARY SEWER IMPROVEMENTS
PART A: NOTICE TO BIDDERS
COMPREHENSIVE NOTICE TO BIDDERS
� VENDOR COMPLIANCE TO STATE LAW
SPECIAL INSTRUCTIONS TO BIDDERS
PART B:
PART C:
PART C1:
PART D:
PART DA:
PART E:
PART F:
PART G:
APPENDIX A:
APPENDIX B:
M/WBE BID SPECIFICATIONS
PROPOSAL
GENERAL CONDITIONS
SUPPLEMENTARY CONDITIONS
SPECIAL CONDITIONS
(Water Department)
ADDITIONAL SPECIAL CONDITIONS
(Water Department)
MATERIAL SPECIFICATIONS
DETAILS
CERTIFICATE OF INSURANCE
CONTRACTOR COMPLIANCE WITH WORKERS
COMPENSATION LAW
BONDS (City of Fort Worth)
Performance Bond
Payment Bond
Maintenance Bond
CONTRACT (City of Fort Worth)
SRF REQUIREMENTS
EASEMENTS
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NOTICE TO BIDDERS
Sealed Proposals for the following:
FOR: MAIN M-390 DRAINAGE AREA SAI�IITARY SEWER SYSTEM REHABILITATION
� AND IlVIPROVEMENTS
(GROUP 6, CONTRACT 1), PART 8
SEWER PROJECT NO. PS4b-070460410280
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iJNIT 1 2,991 LF 8" PVC by Open Cut, 404 LF DIP by Open Cut,
(DOE No. 1828) 21 LF HDPE by Open Cut, 217 LF 6" to 8" by Pipe
Enlargement, 901 LF 8" DIP by Method Other Than Open Cut,
18 Standard 4' Dia. SSMH, 1 4' Dia. Drop SSMH
LJNIT 2 45 LF 6" PVC by Open Cut, 1,860 LF 8" PVC by Open
� (DOE No. 2526) Cut, 56 LF 10" PVC by Open Cut, 391 LF 12" PVC by Open
Cut, 253 LF DIP by Open Cut, 76 LF HDPE by Open Cut, 6,970
LF 6" to 8" by Pipe Enlargement, 1,076 LF 10" to 12" by Pipe
a Enlargement, 220 LF 8" DIP by Method Other Than Open Cut,
40 Standard 4' Dia. SSMH, 3 4' Dia. Drop SSMH
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LTNIT 3 3,069 LF 8" PVC by Open Cut, 658 LF DIP by Open Cut,
(DOE No. 2527) 327 LF 6" to 8" by Pipe Enlargement, 54 LF 8" DIP by Method
Other 'Than Open Cut, 108 LF 8" PVC by Method Other Than
Open Cut, 18 Standard 4' Dia. SSMH, 2 4' Dia. Drop SSMH
i1NIT 4 75 LF 6" PVC by Open Cut, 5,146 LF 8" PVC by Open
(DOE No. 2528) Cut, 18 LF 18" PVC by Open Cut, 320 LF DIP by Open Cut,
320 LF 6" to 8" by Pipe Enlargement, 31 Standard 4' Dia.
SSMH, 2 4' Dia. Drop SSMH
Addressed to Mr. Bob Terrell, City Manager of the City of Fort Worth, Texas, will be received at
the Purchasing Office unti11:30 n.m.. Thursdav Mav 27.1999, and then publicly opened and
read aloud at 2:00 p.m., in the Council Chambers.
Plans, Specifications and Contract Documents for this project may be obtained at the office of the
� Deparhnent of Engineering, Municipal Office Building, 1000 Tlu-ockmorton Street, Fort Worth,
Texas. One set of plans and documents will be provided for a deposit of Fifty Dollars ($50.00).
These documents contain additional information for prospective bidders.
� No pre-bid conference will be held on this Project.
For additional information, please contact Ed Green, P.E. of J.B. Davies, Inc. at (817) 335-3154,
aor Mr. Mike Domenech, P.E., Project Manager of the City of Fort Worth, Department of
Engineering at (817) 332-5478 EXT. 32.
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Advertising Dates:
Apri129,1999
May 6, 1999
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COMPREHENSIVE NOTICE TO BIDDERS
FOR: MAIN M-390 DRAINAGE AREA SANITARY SEWER SYSTEM
REHABILITATION AND IMPROVEMENTS
(GROUP 6, CONTRACT 1), PART 8
SEWER PROJECT NO. PS46-070460410280
UNIT 1
(DOE No. 1828)
IJNIT 2
(DOE No. 2526)
UNIT 3
(DOE No. 2527)
LTNIT 4
(DOE No. 2528)
L-1756; L-1757; L-3097; L-3775; L-4187; L-6342
L-994; L-996; L-1264; L-1265; L-1591; L-2285; L-2480;
L-2513; L-2513"A"; L-2534; L-3038; L-2593; L-2594
L-2660; M-50
L-977; L-988; L-992; L-1002; L-1012; L-1015; L-1040;
L-1083; L-1570
L-1010; L-2073; L-2074; L-2375; L-3397; L-2480;
L-2533; L-3434; L-3509; L-3509"A"; L-4952; L-4952"A"
Addressed to Mr. Bob Terrell, City Manager of the City of Fort Worth, Texas, will be
received at the Purchasing Office unti11:30 n.m., Thursdav Mav 27.1999„ and then
publicly opened and read aloud at 2:00 p.m. Plans, Specifications and Contract
Documents for this project may be obta.ined at the office of the Department of
Engineering, Municipal Office Building, 1000 Throckmorton Street, Fort Worth, Texas.
. One set of plans and documents will be provided for a deposit of Fifty Dollars ($50.00).
These documents contain additional information for prospective bidders.
All bidders will be required to comply with Provision 5159a of "Vernon's Annotated
Civil Statutes" of the State of Texas' with respect to the payment of prevailing wage rates
and City Ordinance No. 7278, as amended by City Ordinance No. 7400 (Fort Worth City
Code Sections 13-A-21 through 13-A-29), prohibiting discrimination in employment
practices.
NO pre-bid conference will be held on this Project.
Bid security is required in accordance with Pazagraph 2 of the Special Instructions to
Bidders.
The major work on the above-referenced project shall consist of the following:
iTNIT 1 2,991 LF 8" PVC by Open Cut, 404 LF DIP by Open Cut,
(DOE No. 1828) 21 LF HDPE by Open Cut, 217 LF 6" to 8" by Pipe
Enlargement, 901 LF 8" DIP by Method Other Than Open
Cut, 18 Standard 4' Dia. SSMH, 1 4' Dia. Drop SSMH
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Y P
(DOE No. 2526) Cut, 56 LF 10" PVC by Open Cut, 391 LF 12" PVC by
aOpen Cut, 253 LF DIP by Open Cut, 76 LF HDPE by Open
Cut, 6,970 LF 6" to 8" by Pipe Enlargement, 1,076 LF 10"
to 12" by Pipe Enlargement, 220 LF 8" DIP by Method
� Other Than Open Cut, 40 Standard 4' Dia. SSMH, 3 4'
Dia. Drop SSMH
� LJNIT 3 3,069 LF 8" PVC by Open Cut, 658 LF DIP by Open Cut,
(DOE No. 2527) 327 LF 6" to 8" by Pipe Enlargement, 54 LF 8" DIP by
Q Method Other Than Open Cut, 108 LF 8" PVC by Method
Other Than Open Cut, 18 Standard 4' Dia. SSMH, 2 4'
Dia. Drop SSMH
� LJNIT 4 75 LF 6" PVC by Open Cut, 5,146 LF 8" PVC by Open
(DOE No. 2528) Cut, 18 LF 18" PVC by Open Cut, 320 LF DIP by Open
� Cut, 320 LF 6" to 8" by Pipe Enlargement, 31 Standard 4'
Dia. SSMH, 2 4' Dia. Drop SSMH
� Included in the above will be a11 other miscellaneous items of construction as outlined in
the Plans and Specifications.
a The City reserves the right to reject any andJor all bids and waive any and/or all
formalities. Bidders shall not separate, detach, or remove any portion, segment, or sheets
from the contract document at any time. Bidders must complete the proposal section and
� submit the complete specifications book or face rejection of the bid as non-responsive.
AWARD OF CONTRACT: No bid may be withdrawn until the expiration of ninety (90)
Q days from the date bids are opened. The award of contract, if made, will be within ninety
(90) days after the opening of bids, but in no case will the award be made until all the
necessary investigations are made as to the responsibility of the bidder to whom it is
� proposed to award the contract.
SUMBISSION OF BID(S) AND AWARD OF CONTRACT(S): This document is
� designed as Four (4) separate contract documents and shall not be construed as being a
single contract. The proposal sections are provided as Four (4) individual proposals with
six (Four) individual M/WBE specifications and are arranged in units to allow
� prospective bidders to submit bids on one unit, some of the units, or all of the units.
Award of contract(s), if made, shall be to the responsive low bidder for each individual
unit. If a contractor is the responsive low bidder on two units or more, a single set of
a contract documents consisting of all applicable units will be created and one single award
of contract shall be made. The Contractor sha11 comply with the City's M/WBE
Ordinance on each unit.
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Bidders sha11 not Separate, Detach, Remove any portion, segment(s), or sheet from the
� Contract Documents at any time. Bidders must complete the proposal section(s) and
submit the complete Specifications Book or face Rejection of Bid as Nom-Responsive.
� In accordance with the City of Fort Worth Ordinance No. 11923, the City of Fort Worth
has goals for the participation of minority business enterprises and women business
� enterprises in City contracts. A copy of the Ordinance can be obtained from the Office of
the City Secretary. The bidder shall submit the M/WBE UTILIZATION FORM.
PRIME CONTR.ACTOR WAIVER FORM, and/or the GOOD FAITH EFFORT FORM
a ("Documentation"), as appropriate. The Documentation must be received by the
contracting department no later than 5:00 p.m., five (5) City business days after the bid
operung date. The bidder shall obtain a receipt from the appropriate employee of the
a contraction department to whom delivery was made. Such receipt sha11 be evidence that
the Documentation was received by the City.
Q Any contract or contracts awarded under this Notice to bidders are expected to be funded
in part by as loan from the Texas Water Development Board. Neither the State of Texas
nor any of its departments, agencies, or employees are, or will be, party to this Notice to
� Bidders or any resulting contract. The contract or contracts axe subject to regulations
contained in 31 TAC, Chapter 363, in effect on the date this contract is executed.
Construction time on all units will run concurrently. For situations involving �approved
contracts with multiple units, the total allowable construction completion time period for
all the units shall be the same as the unit with the longest construction time period.
a For additional information, please contact Ed Green, P.E. of J.B. Davies, Inc. at (817)
335-3154, or Mr. Mike Domenech, P.E., Project Manager of the City of Fort Worth,
Department of Engineering at (817) 332-5478 EXT. 32.
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BOB TERRELL
CITY MANAGER
ADVERTISING DATES:
Apri129, 1999 ' " �'
GLORIA PEARSON
CITY SECRETARY
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� May 6, 1999
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DEPARTMENT OF ENGINEERING
DOUGLAS A. RADEMAKER, P.E., DIRECTOR
B : �On Jn� �I
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For: Rick Trice, P.E.
Manager, Consulting Services
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VENDOR COMPUANCc TO STATE LAW
The '1 �85 Session of trte Tzxas Legistature passed Housz 6ii! 620 relative to the award
� of cantr�c:s to non-resr'dent b�dders. Ti�is law provides that, in order to be awarded a
cantract as low bidder, on-resident bidders (out-of-s;ate conirac:ors whose carporate
offic�s or p�ncs�aal piac� of business are outside of the s:ate of Texas) bid projec:s fcr
0 c�nstruction, improvemenis, suppiies or s2rvic�s in Texas at an amount lower than the
lowest Texas resident bidder by the same amount that a Texas resident bidder wvuld
be required to underbid a non-r�sident bidder in order to obKain a comparble cantr-ac:
rJ in the siate in which the nort-resident's princ:pal plac� of business is located. The
��� approprtate blanks in Section A must be filled out by all out-of-state or non-resident
bidders in order for your bid t meet specitications. Tne failu �e of out-of-state or non- .
Q resident cantrac;ors to do so will automatically disqualify that bidder, Resident bidders
musi check the bax in Sec'.ian 8. I
� A. Non-resident vendors in (give s;ate), our principal place of
6usiness, are required to be perc�nt lower than resident bidders
by state law. A copy of the statute is attached.
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Non-resident venders irt , (give st�te), our principal �IGce of
business, are not r�Guired to un�erbid resident bidders.
B. Our principal pl�ce of business or corporate offices are in the State of i exas.
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� 81DDER:
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State Zip
By:
(please print)
Signature;
Title:
(please prir,t)
THIS FC1RM MUST 6E RETURNED WITH YOUR QUOTATION
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SPECIAL INSTRUCTION TO BIDDERS
(WATER DEPARTMENT)
1. PREOUALIFIATION REOUIRMENTS; All contractors submitting bids are
required to be prequalified by the Fort Worth Water Department pri.or to
submitting bids. This prequalification process will establish a bid limit based on a
technical evaluation and financial analysis of the contractor. It is the bidder's
responsibility to submit the following documentation: a current financial
statement, an acceptable experience record, an acceptable equipment schedule and
any other documents the Department may deem necessary, to the Director of the
Water Department at least seven (7) calendar days prior to the date of the opening
of bids.
(a) The financial statement required shall have been prepared by an independent
certified public accountant or an independent public accountant holding a valid
permit issued by an appropriate State licensing agency and shall have been so
prepared as to reflect the fmancial status of the submitting company. This
statement must be current and not more than one (1) year old. In the case that
a bidding daie falls within the time a new statement is being prepared, the
previous statement sha11 be updated by proper verification.
(b)For an experience record to be considered to be acceptable for a given project,
it must reflect the experience of the firm seeking qualification in work of both
the same nature and technical Ievel as that of the project for which bids are to
be received.
(c)The Director of the Water Depariment sha11 be the sole judge as to the
� acceptability for financial qualification to bid on any Fort Worth Water
Department project.
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(d)Bids received in excess of the bid limit shall be considered non-responsive and
will be rejected as such.
(e)The City, in it's sole discretion, may reject any bid for failure to demonstrate
experience ancUor expertise.
( fl Any proposals submitted by a non-prequalified bidder shall be returned
unopened, and if inadvertently opened, shall not be considered.
(g)The City will attempt to notify prospective bidders whose qualifications
(financial. or experience) are not deemed to be appropriate to the nature andlor
magnitude of the project on which bids are to be received. Failure to notify
shall not be a waiver of any necessary' prequalification.
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2. BID SECURITY: A cashier's check or acceptable bidder's bond payable to the
City of Fort Worth in an amount of not less than five percent (5 %) of the largest
possible total of the bid submitted must accompany the bid, and is subject to
forfeiture in the event the successful bidder fails to execute the Contract
Documents within (10) days after the contract has been awarded. To be an
acceptable surety on the bond, (1) the name of the surety shall be included on the
current U.S. Treasury, or (2) the surety must have capital and surplus equal to ten
times the limit of the bond. The surety must be licensed to do business in the
State of Texas. The amount of the bond shall not exceed the amount shown on
the Treasury list or one-tenth (1/10) the total capital and surplus.
3. BONDS: A performance bond, a payment bond and a maintenance bond each for
one hundred (100%) percent of the contract price will be required, Reference C 3-
3.7.
4. WAGE RATES: Not less than the prevailing wage rates established by the City
of Fort Worth, Texas and as set forth in the contract documents must be paid on
this proj ect.
5. AMBIGTJJa'X: In the case of ambiguity or lack of clearness in stating prices in
the Proposal the City reserves the right to adopt the most advantageous
construction thereof to the City or to reject the Proposal.
6. BIDDER LICENSE: Bidder must be a licensed Contractor in the State of Texas.
7. NONRESIDFNT BIDDERS: Pursuant to Article 601g, Texas Revised Civil
Statutes, the City of Fort Worth will not award this contract to a nonresident
bidder unless the nonresident's bid is lower than the lowest bid submitted by a
responsible Texas resident bidder by the same amount that a Texas resident bidder
would be required to underbid a nonresident bidder to obtain a comparable
contract in the State in which the nonresident's principal place of business is
located.
"Nonresident bidder" means a bidder whose principal place of business is not in
the State of Texas, but excludes a contractor whose ultimate parent company or
majority owner has its principal place of business in the State of Texas.
This provision does not apply if this contract involves Federal funds.
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The appropriate blanks of the Proposal must be filled out by all nonresident
bidders in order for the bid to meet specifications. The failure of a nonresident
contractor to do so will automatically disqualify that bidder.
8. PAYMENT: If the contract amount is $25,000 or less, the contract amount shall
be paid within forty-five (45) calendar days after completion and acceptance by
the City.
9. AGE: In accordance with the policy ("Policy") of the Executive Branch of the
Federal Government, Contractor covenants that neither it, nor any of its officers,
members, agents, employees, program participants or subcontractors while
engaged in performing this contract, shall, in connection with the employment,
advancement or discharge of employees in connection with the terms, conditions
or privileges of their employment, discriminate against persons because of their
age except on the basis of a bona fide occupational qualifcation, retirement plan,
or statutory requirement.
Contractor further covenants that neither it nor its officers, members, agents,
employees, subcontractors, program participants; or persons acting on their
behalf, shall specify, in solicitations or advertisements for employees to work on
this contract, a maximum age limit for such employment unless the specified
maximum age limit is based upon a bona fide occupational qualification,
retirement plan or statutory requirements.
� Contractor warrants it will fully comply with the 'policy and will defend,
indemnify and hold City harmless against any claims or allegations asserted by
tlurd parties or subcontractors and/or its subcontractors' alleged failure to. comply
� with the above referenced Policy concerning age discrimination in the
performance of this agreement.
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10. DISABILITY: In accordance with the provisions of the Americans With
Disabilities Act of .1990 ("ADA"), Contractor warrants that it and any and all of
its subcontractors will not unlawfully discriminate on; the basis of disability in the
provision of services to the general public, nor in the availability, terms and/or
conditions of employment for applicants for employment with or employees of
Contractor or �any of its subcontractors. Contractor warrants it will fully comply
with the ADFA's provisions and any other applicable Federal, State and local laws
concerning disability and will defend, indemnify and hold City harmless against
any claims or allegations asserted by third parties or subcontractors against City
arising out of contractor's andlor its subcontractors' alleged failure to comply with
the above referenced Policy concerning age discrimination in the performance of
this agreement.
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11. MINORITY AND WOMEN BUSINESS ENTERPRISES: In accordance with
the City of Fort Worth Ordinance No.11923 the City of Fort Worth has goals for
the participation of minority business enterprises and women business enterprises
in City contracts. A copy of the ��rdinance can be obtained from the Office of the
City Secretary. In order for a bid to be considered responsive the AFFIDAVIT
STATEMENT included within these bid documents must be completed and
submitted with the bid. Fa ilure to submit the completed AFFIDAVIT
STATEMENT shall render the �id non-responsive. In addition, the bidder shall
submit the MBE/WBE UTII:IZATION FORM, PRIME CON'TRACTOR
WAIVER FROM and/or the GOOD FAITH EFFORT FORM ("Documentation")
as appropriate. The documentation must be received no later than 5:00 PM, five
(5) City business days after the bid opening date. The bidder shall obtain a receipt
from the appropriate employee of the managing department to whom delivery was
made. Such receipt shall be evidence that the documentation was received by the
City. Failure to comply shall render the bid nonresponsive.
Upon request, Contractor agrees to provide the Owner complete and accurate
information regarding actual work performed by a Minority Business Enterprise
(MBE) and/or a Women Business Enterprise (WBE) on the contract and payment
thereof. Contractor further agrees to permit any audit and/or examination of any
books, records or files in its possession that will substantiate the actual work
performed by an MBE and/or WBE. The misrepresentation of facts (other than a
negligent misrepresentation) and/or the commission of fraud by the Contractor
will be grounds for termination of the contract and/or initiating action under
appropriate federal state or local laws or ordinances relating to false statements.
Further, any such misrepresentation (other than a negligent misrepresentation)
andlor commission of fraud will result in the Contractor being determined to be
irresponsible and barred from participating in City work for a period of time of
not less than three (3) years.
Revised 9/24/97
A:\SIB. WTR
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M/WBE BID SPECIFICATIONS
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Note: M/WBE GOALS ARE DIFFERENT FOR UNIT 1, UNIT 2, UNIT 3
AND UNIT 4 CONSTRUCTION.
�- SEPARATE MNVBE DOCUMENTATION MUST BE SUBMITTED
WITH THE PROPOSAL FOR EACH UNIT BID.
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MA1N 390 DRAINAGE AREA SANiTARY SEWER SYSTEM
REHABiL1TATION AND IMPROVEMENTS (GROUP s, CONTRACT 1), PART 8,
UNlT 3, PS46-0704604102$a` DOE NOp���7a ��
Ci�ty of Fort Wortf�����������/CF�r
Minority and Women 6usiness Ent��r' pecifications
. � � P!� y SO
SPECIAL INSTRUCTiONS FOR BIDDERS
APPLICATION OF POL'iCY
�If the;total.:dollar value of the contract is $25;000 or more,'.the M/WBE'goal is applicable. if the totai dollar
� .. , .; , . , .. .
value: of the contract is less than' $25,000, the"M%WBE goal is nof applicable. .'� �
POLICY STATEMENT
It is the policy of the City of Fort Worth to ensure the fuil and equitable participation by Minority/Women Business
Enterprises (M/WBE) in the procurement of all goods and services to the City on a contractual basis. The objective
of the Policy is to increase the use of M/WBE firms to a level comparable to the availability of MJWBEs that provide
goods and services directly or indirectly to the City.
MiWBE PROJECT GOALS
The City's MBEJWBE goal on this project is 21% of the base bid value of the contract.
COMPLIANCE TO BID SPECIFICATIONS
On City contracts of $25,000 or more, bidders are required to comply with the intent of the City's MJWBE Ordinance
by either of the following:
1. Meet or exceed the above stated M/WBE goal, or;
2. Good Faith Effort documentation, or;
3. Waiver documentation.
SUBMiTTAL OF REQIIIREn DOCUMENT�►TION
The applicable documents must be received by the Managing Department, within the following times allocated, in
order for the entire bid to be considered responsive to the specifications.
1. M/WBE Utilization Form:
received by 5:00 p.m., five (5) City business days after the
bid opening date, exclusive of the bid opening date.
2. Prime Contractor Waiver Form: received by 5:Q0 p.m., five (5) City business days afiter the
_ bid opening date, exctusive of the bid opening date.
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�b 3. Good Faith Effort Form: received by 5:00 p.m., five (5) City business days after the
�+�, bid opening date, exclusive of the bid opening date.
y �FAILURE TO COMPLY WITH THE C{TY'S M/WBE ORDINANCE, WILL RESULT IN THE B1D BEING
CONSIDE�iED NON-RESPONSIVE TO SP�CIFICA{i'iONS.
Any questions, please contact the M/VVBE Office at (817) 871-61U4.
Rev. 6/2/98
M-390, PART 8— UNIT 3 B-31
J
�� MA1N 390 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILIT
�-
ATION AND
- 1MPROVEMENTS (GRouP 6, CONTRACT 1), PART 8, UN1T 3, PS46-0704604'10280 DOE NO. 2527
. A'i'rACNMENT 1A Page 1 of 2
Ci# � of Fort Worth
��°, - Minority and Women �usin�ss Enterprise Specifications
MBE/WBE UTILIZATiON
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�PRIME COMPANY NAME BID DATE
M-390 SS REHAB & IMPRVMNTS (GRP 6. CT 11. PT S. UNT 3 PS46-070460 DOE NO. 2527
PROJECT NAME PROJECT NUMBER
�
II CiTY'S M/WBE PROJECT GOAL: 21% I I M/WBE PERCENTAGE ACHIEVED: �,� v/' f
• V
� to complete this form,' in
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�efore 5 00 p m: f�ve (5) Ci
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entation, and received by the Managing Department
, exclusive:of bid opening date, will.result in the bid
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iersigned bidd:er agrees to ehter into a formal agreement with the �MBE:;andlor; WBE firms for work�listed in this
, ; �: .
e, conditibned upon, execut�on of a contract with;.the City of Fort Worth. `The" intentional �and/or knowing
esentati.on of .facts is grounds for consideration .of disqualiflcation .antl. will result� in the bid being considered
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pons�ve to specifications ; ' � " " � � . .
om an Name Contact Name Certified.,' 1 ' �•S eci � A
p y ,, : , Spec�fy•All Contracting - p'fy: II Items�to be
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Address, and Telephone;No. ; .. Scope`of Work (*) "�,- ' S,.upplied(*)
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A/WBEs must be IocaYed in the 9
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Dollar Amount
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q business in'the marketplace at the time of bid.
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all areas in which MWBE's are to be utilized and/or itertts fo be supplied�. -,.
lete listinp of items to be supplied is required in order to ceceive credit toward the M/WBE goal.
Identify each Tier level. �
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Tier:' Means the Ievel of subcontracting'below the prime contractoNconsultant, i.e., a direct payment
,. , . ,.. . ,..
from:the prime contractor to a subcontractor is considered 1`� tier, a payment by a subcontractor to
its supptier is considered 2n° tier. `�. ' ' � ,
THIS FORM MUS7 BE RECEIVED BY THE MANAGiNG DEPARTMENT BY 5:00 p.m., FIVE (5) CITY BUSINESS DAYS AFTER BID
OPENING, EXCLUSIVE OF THE BID OPENING DATE
Pages 1 and 2 of Attachment 1A must be received by the Managing Department
PART8—UNIT3
B-32
Rev. 612/98
�J ' MAIN 390 DRAlNAGE AREA SANITARY_ SEWER SYSTEM REHABIL1iATiON AND
.'��IMPROVEMENTS (GROUP 6, CONTRACT 1), PART 8, UNIT 3, PS46-070460410280 DOE NO. 2527
� ATTACNMENT 1A Page 2 of 2
Cit of �ort Worth
- Minority and Women �usiness Enterprise Specifications
� MBE/WBE UTILIZATtON
�:Company Name, :Contacfi Name, . Certified Specify•AII..Contracting
;"'. Atldress, and Telephone No '' -- '; Scope of Work (*)
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3pecify All.ltems to-be
Supplied(*) • ,�.�^.'_
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- Dollar Amount
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he bidder further agrees to provide, directty to the City upon request, complete and accurate information regarding
ctual work performed by all subcontractors, including MBE(s) and/or WSE(s) arrangements submitted with this bid.
he bidder atso agrees to allow an audit and/or examination of any books, records and files held by the'sr company that
will substantiate the actual work performed by the MBE(s) and/or WBE(s) on this co�tract, by an authorized officer or
�mployee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the
ontract 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
�reach of contract may result in a determination of an irresponsible offeror and barred from participating in City work
, r a period of time not less than one (1) year.
ALL M Es and WBEs MUST BE CERTIFIED BY THE CITY BEFORE C�O/� TRACT AWARD
�/� � c�-v �L .�► /1-� 1 so �'1 �
Signature , Printed Signature
,� t Cr� �-% �l� � ia (� �.'�-'-„'`--
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�ompany Name
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�Address � �
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,��tylState/Zip Code
Contact Name and Title (if different)
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Telephone Number (s)
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Fax Number �
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Date
��a �THIS FORM MUST BE RECEIVED SY THE MANAGING DEPARTMENT BY 5:00 p.m., FIVE (5) CITY BUSINESS DAYS AFTER BID
OPENING, EXCLUSIVE OF THE 81D OPENING DATE
Rev. 6!2/98
;; Pages 1 and 2 of Attachment 1A must be received by the Managing Department
�r
390, PART 8— UNIT 3 B-33
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MAIN 390 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILiTAT10N AND
MPROVEMENTS (GROUP 6, CONTRACT 1), PART 8, UNIT3, PS46-070460410280 DOE NO. 2527
ATfACHMEiVT 1 Page 1 of 1
Ci�t_y of Fort V�9'orth
Minority and Women Business Enterprise Specifications
Prime Contractor Waiver
Prime Company Name
Bid Opening Date
M-390 SS REHAB & IMPRVMNTS (GRP 6. CT 1), PT 8. UNT 3
Project Name
PS46-07U460 DOE NO, 2527
Project Number
!f bath answers to this form are YES, do not complete AT'fACHMENi 1 C(Good Faith Effort Form).
All questions on this form must be completed and a detailed explanation provided, if applicable. If
#he answer to either question is NO, then you mus complete ATTACHMENT 1C. This focm is only
applicable if both answers are yes.
Will you perform this entire contract without suppliers? Yes No
!f yes, please provide a detailed explanation that proves based on the size and scope of
this project, this is your normal business practice and provide an inventory profile of
your business.
The bidder further agrees to provide, directly to the City upon reguest, complete and accurate information
regarding actual work performed by all subcontractors, including MBE(s) and/or WBE(s) on this contract,
fhe payment therefore and any proposed changes to the original MBE(s) and/or WBE (s) arrangements
submitted with this bid. The bidder also agrees to allow an audit and/or examination of any books, records
and files held by their company that will substantiate the actual work performed by the MBE(s) and/or
WBE(s) on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing
misrepresentation of facts will be grounds for terminating the contract or debarment from Ciiy work for a
period of not less than three (3) years and for initiating action under Federal, State or Local faws
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 iri City work
for a period of time not less than one (1) year.
Authorized Signature
Title
Company Name
Address
Printed Signature
Contact Name (if different)
Confact Telephone Number (s)
Fax Number
Rev. 6/2/98
M-390, PART 8— UNIT 3 B-34
Will you perform this entire contract without subcontractors? Yes No
�lf yes, please provide a detailed explanation that proves based on the size and scope of
this project, this is your normal business practice and provide an operational profile of
your business.
A1N 390 DRAINAGE AREA SANITARY SEWER SYSTEM REHA�ILiTATlON AND
ROVEMENTS (GROUP 6, CONTRACT 1), PART 8, UNIT 3, PS46-070460410280 DOE NO. 2527
ATTACHMENT 1C Page 1 of 3
City of Fort Worth
Minority and Women Business Enterprise
GOOD FAITH EFFORT
Prime Company Name
M-390 SS REHAB 8� iMPRVMNTS (GRP 6. CT 11. PT 8. UN� 3
Pro}ect Name
Bid Date
PS46-070460 DOE NO. 2527
Project Number
y /WBE participation and you fiave su,bcontracting andlor supplier opportunities or if
If ou have`failed to secure M
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ypur M/WBE participation is less than the City's pr�ject goal, you mu complete�this.form. ": „.
If the bidder's method �of compliance wi�;h the MlWBE goal is based upon demonstration of a
"good faith effort", the bidder will have the burden of correctiy and accurately preparing and
submitting the documentation required by. the City. Compliance with each item, 1 thru 6 below,
shall satisfy the Good Faith Effort requirement absent proof of fraud, intentional and/or
knowing misrepresentation the facts or intentional discrimination by the bidder.
�Failure �to `complete this form, in ,its entir�ty• with..'supporting �,c]ocumentation, and received by the
: .
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'Managing`Department on or before 5:00 p m. five (5) City busmess days after bid opening, :exclusive of bid
; , :. � �.
`opening date, will result in`the b:icl,bei:ng cons�dered non'-responsive to bid specifications:.
Please list each and every subcontracting and/or supplier opportunity (DO NOT LIST NAMES OF
FfRMS which will be used in the� completion of this project, regardless of whether it is to be provided
by a MNVBE or non- M/WBE.
(Use addifional sheets, if necessary)
List of:
Subcontractina Ouaortunities
M-390, PART 8— UNIT 3
B-35
List of: Suonlier Oanortunities
Rev. 612/98
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�_'MAfN 390 DRAINAGE AREA SANfTARY SEWER SYSTEM REHABILITATION AND
1MPROVEMENTS {GROUP s, CONTRACT 1), PART 8, UN�T 3, PS46-070460490280 DOE NO. 2527
� ATTACHMENT 1C Page 1 of 3
- 2.) Did you obtain a current list of M1WBE firms from the City's M/WBE Office? The list is considered in
""j compliance, if it is not more than 3 months oid from the date of bid opening. .
U
Yes
� No
. N07E: � A�facsimile may be u'sed to, comply with either 3°or 4,`but may�;not be used for both. If a facsimile
,.
� is �used, attach #he fax :.confirmation,� which is to provide M/WBE name, date, �time, fax number and
.
, _ � . ,: - ,
documentation .fazed , , . . � "
3.) Did you solicit bids from M/WBE firms, within the subcontracting and/or supplier areas previously
� listed, at least ten calendar days prior to bid opening by mail, exclusive of the day the bids are
opened?
D Yes lf yes, attach M/WBE mail listing to include name of firm and address and a dated
No copy of letter mailed.
� 4.) Did you solicit bids from M/WBE firms, within the subcontracting and/or supplier areas previously
listed, at least ten calendar days prior to bid opening by telephone, exclusive of the day the bids are
opened?
Yes lf yes, attach list to incfude name of M/WBE firm, erson contacted,
No bhone number and date and time of contact.
�
. ,
NOTE•: If a SIC list°of M/WBE is ten or less, the bidder must contact the..ent�re`list to,rbe, in�..compliance wit
,�... ;; ;,
'questions 3 and 4: If,a sic list of M/WBE is more than ten, the bidde� �must. contac't at least two-thirds of
, , ,: �.; . ;
.: , ,, .
', � � , p � . � q,.. .. d 4. , . , , .
:the list liut not less than ten to be in" com I�ance .with uestions.;3 an
5.) Did you provide plans and specifications to potential M1WBEs or information regarding the location of
plans and specifications in order to assist the MIVNBEs?
Yes
No
Date of Listing / /,
6.) If M/WBE bids were received and rejected, you must:
('I) List the M/WBE firms and the reason(s) for rejection (i.e., quotation not commercially reasonable,
qualifications, etc.) and
(2} Attacfi affidavit andlor documentation to support the reason(s) fisted below (i.e.. letters, memos,
bids, telephone calls, meetings, etc.)
(Please use additional sheets, if necessary, and attach.)
Company Name Telephone
Contact Person
Scope of Work Reason for
Rejection
M-390, PART 8- UNIT 3
: .
Rev. 6/2/98
,
'MAiN 390 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND
IPROVEMENTS (GROUP s, CONTRACT ']), PART 8, UNIT 3, PS46-070460410280 DOE NO. 2527
ATTACHMENT 1C Page 1 of 3
ADDITIONAL INFORMATION:
Please provide additional infiormation you feel will further expiain your good and honest efforts to obtain
MlWBE participation on this project. �
The bidder further agrees to provide, directly to the City upon request, complete and
accurate information regarding actual work perFormed on this contract, the payment
thereof and any proposed changes to the original arrangements submitted with this bid.
The bidder also agrees to allow an audit and/or examination of any books, records and
fites held by their company that will substantiate the actual work performed on this
contract, by an authorized officer or employee of the City.
Any intentional and/or knowing misrepresentation of facts will be grounds for
terminating the contract or debarment from City work for a period of not less than three
(3)�years and for initiating action under Federal, State or Local laws concerning false
statements. Any faifure to comply with this ordinance and creates a material breach of
contract may result in a determination of an irresponsible offeror and barred from
participating in City work for a period of time not less than one (1) year.
The undersigned certifies that the information provided and the M/WBE(s) listed
was/were contacted in good faith. It is understood that any M/WBE(s) listed in
Attachment 1 C will be contacted and the reasons for not using them will be verified by
the City's M/WBE Office.
Authorized Signature � �� �• �
Title
Company Name
Address
CitylStatelZip
M-390, PART 8— UNIT 3
B-37
Printed Signature
Contact Name and Title (if different)
Telephone Number(s)
Fax Number
Date
Rev. 6/2/98
Ie�
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MAIN 390 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION
AND IMPROVEMENTS (GROUP 6, CONTRACT 1), PART 8, UNIT 3
PS-070460410280 DOE NO. 2527
TO: Bob Terrell, City Manager, Fort Worth, Texas From: (Bidders Name)
Address:
� PROPOSAL FOR: the furnishing of all materials except materials specified to be furnished by the City,
equipment and labor for the installation� of water and sanitary sewer improvements, and all necessary
appurtenances and incidental work to provide a complete and serviceable project identified as:
I�
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MAIN 390
DRAINAGE AREA SANIT'ARY SEWER SYSTEM REHABILITATION
AND IMPROVEMENTS
(GROUP 6, CONTRACT 1), PART 8, UNIT 3
SEWER PROJECT NO. PS-070460410280
DEPARTMENT OF ENGINEERING PROJECT NO. 2527
The major work on this project shall consist of:
� UNIT 3:
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3177 LF 8" diameter PVC Sanitary Sewer Pipe
712 LF 8" diameter DIP Sanitary Sewer Pipe
327 LF 8" diameter HDPE Sanitary Sewer Pipe
35 LF Sag Adjustment for Pipe Enlargement
2641 LF Trench Safety System
18 EA Standard 4' diameter Sanitary Sewer Manhole
2 EA 4' diameter Drop Sanitary Sewer Manhole
15 VF Additional Depth Over 6-Feet Standard Sanitary Sewer Manhole
12 VF Additional Depth Over 6-Feet for Drop Sanitary Sewer Manhole
973 LF 4-Inch PVC Sanitary Sewer Service Line
90 LF 4-Inch DIP Sanitary Sewer Service Line
542 LF Permanent HMAC Pavement Repair (Per fig. 4)
69 LF Permanent Concrete Pavement Repair (Per fig. 1)
And all necessary appurtenances and incidental work to provide a complete and serviceable
project.
Pursuant to the foregoing "Notice to Bidders", the undersigned Bidder, having thoroughly examined the
Contract Documents, including plans, specifications, and site of the project, understanding the amount of
work to be done, hereby proposes to do all the work and furnish all labor, equipment, and material
necessary to fully complete the work as provided in the Plans and Specifications, and subject to the
inspection of the Department of Engineering of the City of Fort Worth.
Upon acceptance of this Proposal by the City Council, The bidder is bound to execute a contract and
furnish Performance, Payment and Maintenance Bonds approved by the City of Fort Worth for performing
and completing the said work within the time stated for the following sums to-wit:
PART — B PROPOSAL, LTNIT 3
B-38
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MAIN 390 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION
AND IMPROVEMENTS (GROUP 6, CONTRACT 1), PART 8, UNIT 3
PS-070460410280 DOE NO. 2527
(Furnish and install, including all appurtenant work, complete in place, the following items) (D-No. refers
to specificaily related items in the Part D Special Conditions, all Special Conditions apply:)
ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL
NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT
1. 3, 9 LF *8-Inch PVC Sanitary Sewer Pipe;
All Trench Depths, D-49, D-56, D-71, D-21; o
�p2� Per Linear Foot: �O �
� �--,.� ,,� , J � Dollars //
and - �-- Cents $ � � $ �[� lfl S �'�
2. 658 LF 8-Inch DIP Sanitary Sewer Pipe;
All Trench Depths, D-49, D-56, D-71,
D-21; Per Linear Foot: � o e�
���y�� -� � � L Dollars
and _, c,� — Cents $ � � $ 4 �3 )
3. 327 LF **6 to 8-Inch Sanitary Sewer Rehabilitation By U
Pipe Enlargement Method, D-49, D-56, D-71, �' ��
DA-2;Pe near Foot: f�c'a �'� .�p
�� ; `jf Dollars �
and — � — Cents $�_ �� � ��-
4. 35 LF 6 to 8-Inch Sanitary Sewer Rehabilitation
Pipe Sag Elimination, D-49, D-56, D-71,
D-21, DA-5;Per Linear Fvot: o0
-� '�C� � � �- �-� G Dollars ��- �'` .7S �
and — � Cents $ ZS $ 7>
O
5. 1� LF *8-Inch PVC Sanitary Sewer Pipe; By Method
l� Other Than Open Cut, D-49, D-56, D-71,
DA-2;Per Linear Foot:
-- v -- Dollars �
2O2/ and Cents $ D $
6. � LF 8-Inch DIP Sanitary Sewer Pipe; By Method
Other Than Open Cut, D-49, D-56, D-71,
DA-2;Per Linear ot: O �
�o.( �2 �.� ��� � ars 7 �� �v
and — Cents $, 7 �� $ � �
7. 2,641 LF Trench Safety System,
D-51; Per ear Foot: p 1
�� � , Dollars �_ 6� '---
and -- � -- Cents $ � $ �- /
8. 17 EA Rem ve Existing Sewer Manhole,
D-5 Per Each: Qc7 �
�� � � ✓ Dol{ars '� �-
and -- r� -- Cents $__�� $__ ����
* and ** Contractor sha{I complete City approved Product and Method Forms on Page 22
�
PART - B PROPOSAL
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. .
�- MAIN 390 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION
AND IMPROVEMENTS (GROUP 6, CONTRACT 1), PART 8, UNIT 3
� PS-070460410280 DOE NO. 2527
ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL
� NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT
9• 2 EA Exploratory xcavation,
D-79; Per ch: o
L"�
�"
�
�
�
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11. 18 EA Standard 4-Foot Diameter Manhole
to 6 Feet Depth, Fig. 103, D-52;
Per E • T- —� 5"�"��
�It�.0 � � i✓ ���-`� Dollars � �
and -- o— Cents $ ��� $ �,�
10. 1 EA Abandon Existing Standard 4-Foot
Manhol D-55; Per E
�� C� . N/�� ��ba`7fars �� m0
and r--�-- Cents $ 7S(� $ �,s�
a �J o ( �� o O
�c�c N✓�2c� Dollars --- s'�
and — O — Cents $ 2�� $ �-5�-�
12• 2 EA 4-Foot Diameter Drop Manhole to 6 Feet
Dee� Fig. 107 D-52; Per �af� h:
�� �"� �.c.c,..cs�--B'ollars �m G�
and �-- � — Cents $ ���1'� $ ���D
13
14.
15
16
17
15 VF Additional Depth Over 6-Feet For Standard
4- F t Diameter Sanitary Sewer Manhole;
D- � Per Vertical F o:
� � �- t�2� ��ollars
and — v ._Cents
12 VF Additional Depth Over 6-Feet For 4-Foot
Diameter Drop Sanitary Sewer Manhole;
D-52; Pe Vertical Foot:
�'.,� o (�c.� r✓ t� �-�= � Dollars
and �. c"� -- Cents
20 EA Manhole Insert for Standard 4-Foot
�ameter Manho -52; Per Each:
( r,J C�`� �i,�.,'�� Dollars
and .— � r- Cents
20 EA Concrete Collar
Fig. 121, D- , Per Each: i�.
��2 � L���-` _� D Il�r�
1 and ,— c� � Cents
38 VF Sanitary Sewer Manhole Corrosion Resistant
Coating for 4- Foot Diameter Sanitary Sewer
Manhole; DA�; Per Vertical Foot:
C��� �_-�� Dollars
and �-�r-� Cents
PART - B PROPOSAL
: �1
0d �O
$15�-$ 22-�~
� D L
$ 7�D $ 2 �D�'�
�C'7 �
� z<S $ 5 ��
� ��
$ ��5� $ �I � �G
m� �
$ SD � / `�'DD
�- MAIN 390 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION
AND IMPROVEMENTS (GROUP 6, CONTRACT 1), PART 8, UNIT 3
� PS-070460410280 DOE NO. 2527
ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL
` NO. QUANTITY BIU PRICES WRITTEN IN WORDS PRICE AMOUNT
��
18. 20 EA Vacuum Test Sanitary Sewer Manhole;
D- 3; Pe Each:
�.✓ � ,�.�, nJD � �Do lars o � p �
and ^ �-- Cents $ %S(i $ ��
�
19. 118 EA Install 4-Inch Sanitary Sewer Service
Tap; D-53; Per h: n�
� ( �o �'�D4'II�� o� �o
and �-- �-- Cents $� $ Z 3 C-�oc�
� 20. 973 LF Install 4-Inch Sanitary Sewer Service
Line From Service Tap to ROW; D-53;
Per LineaLFoot:
� �'`� Dollars O � e e
� and �� — Cents $ � $ � � tj
21. 1.2 TON Install 4-Inch DIP Sanitary Sewer Service
� Tap D-53; Per Ton: �_
�_, � :� 2.�.� � �-�s'¢'✓Y � �
and �- � .- Cents $ �� $ 3 C��
�.
22. 90 LF Install 4-Inch DIP Sanitary Sewer Service
Line From Service Tap to ROW; D-53;
Per Linear Foot:
';�-c.v �-� c y� Dollars �� ��
�.. and �-- c� -- Cents $ �� $ �gcfX�
23. 3 EA Install 4-Inch Sanitary Sewer Service
� Tap for Service Reconnection of Pipe by
Pipe Enlargem t Method; D-53; Per�1� : �
��r �c�-7'►J fli�f�s �--r �Y mc�
�' '�and �-�'�— Cents $ ��j� $ Z.z. S�
24. 10 CY Flowable Fill Grout for Miscellaneous
Placement as D� ected by the Engineer,
� 5� Per Cub' Yard �c�� �,J� � o0
�
nd � � r— c� Cents $ / ���—$ � zsv ._
25. 10 CY Crushed Limestone for Miscellaneous
Placement as Directed by the Engineer,
D-45; Per Cubic Yard
� �-r--,� ,n Dollars �C� � �
and ' r-- � � _C.�ts $ 1��`_ $ ���
26. 10 CY Ballast Stone for Miscellaneous
Placement as Directed by the Engineer,
D-45; Per Cubic Yard � �`
p Dollars � /DO
� and -- -p — Cents $ �Q $
�
PART - B PROPOSAL
� B-41
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MAIN 390 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION
AND IMPROVEMENTS (GROUP 6, CONTRACT 1), PART 8, UNIT 3
PS-070460410280 DOE NO. 2527
ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL
NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT
27. 10 CY Class 'E' Concrete(1500#) for Miscellaneous
Placement as Directed by the Engineer,
D-45; Per Cu� Yard
� Dollars o O
�n
and r-- d- Cents $ �� $ � p U
28. 10 CY Class `B' Concrete(2500#) for Miscellaneous
Placement as Directed by the Engineer,
D-45; Per Cubic Yard
�i �� Dollars 00 '� �
and �- � � Cents $ ��J ^ $���
_�,�
29. 10 SY Concrete Sidewalk and Driveway Replacement,
D-44, Per Square Yard:
�� � T'� Dollars � `� � e
and r- � - Cents $ ��� $ � � �
30. 45 LF Concrete Curb and Gutter Replacement,
DA-21, Per Linear Foot:
d= � � '`t� Dollars � � �
and _ p � Cents $ �b $ ZZ �v
31. 542 LF Permanent HMAC Pavement Repair,
Per TPW Fig. 4 to match existing
construction, D-50, Per Linear Foot: d
`�� , ,�- � Dollars � d i �
and � r- � � Cents $ � C � �- $ ! �� �0
32. 69 LF Permanent Concrete Pavement Repair,
Per TPW Fig. 1 to match existing
construction, D-50, Per Linear Foot: �p �
� � t-= . -r !-�c iddN�`
and .�-��- Cents $ � � $ 3 �� -5
33. 1,815 SY 4-Inch Topsoil Replacement,
D-73, Per S are Yard: d
O�sV� Dollars � D � �
and — 0 — Cents $ � ^� $ �j�,s
� �
34. 79 LF Bermuda or St. Augustine Solid Sodding,
D-73; Per Linear Foot:
�-�i✓�-- Dollars � � C��� � �
and — D — Cents $ � �� $_^C / ( J
�
35. 4,251 LF Hydro Mulch ng, D-73; Per Linear Foot: ��
��%� ��� Dollars d �
and ` �— Cents $ � `' $ �--2- � � `
36. 558 LF Pre-Construction Television Inspection, ,
of Sanitary Sewer, D-62; Per Linear Foot: � � ��
���¢.�Q �� Dollars /'�
and .— f� — Cents $ � $ �j
PART - B PROPOSAL
B-42
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MAIN 390 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION
AND IMPROVEMENTS (GROUP 6, CONTRACT 1), PART 8, UNIT 3
PS-070460410280 DOE NO. 2527 .
ITEM APPROX. DESCR1PTlON OF ITEMS W1TH UNIT TOTAL
NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT
37. 4,212 LF Post Construction Television Inspection
of Sanit Sewer, D-65; Per Linear Foot: Cj
�.� � Dollars O � �--
and -- � ^ Cents � $ � $ � � � Z
fl �
t,�� °2'18 --- � O
_-`� �--�.
7otal Amount Bid Unit 3: $ J
, � �
Total Amount Bid IJnit 3: in Writing $'�'"�•� l �v02� �Q c i �,.,��
''-�� �� �,,., r✓ f)i�� � i/�2 i� � O 0 rQ.O
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Note: A BID MAY BE SUBMITTED ON UNIT 1, UNIT 2, UNIT 3, UNIT4, OR ANY
COMBINATION OF THE FOUR UN1TS, AT THE CONTRACTOR'S OPT10N
BIDDER (JF UNIT 3 MUST COMPLETE
DOCUMENTATION ON PAGES
B-21, B-22, B-23, B-32
PART — B PROPOSAL
B-43
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MAIN 390 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION
AND IMPROVEMENTS (GROUP 6, CONTRACT 1), PART 8, UNIT 3
PS-070460410280 DOE NO. 2527
CITY APPROVED METHOD AND APPROVED PRODUCTS FOR * AND **
'' CONTRACTOR SHALL SELECT TYPE OF PIPE TO BE USED:
Standard Spec. No. Size
E1-31 4" THRU 30"
� E1-25 4" THRU 15"
E1-27 4" THRU 15"
E1-28 18" THRU 27"
E100-2 18" THRU 48"
Consult the "City of Fort Worth, Texas Standard Product LisY' to obtain the Generic/7rade
Name and the Manufacturer for the pipes listed above.
CITY APPROVED METHOD FOR **
"" CONTRACTOR SHALL SELECT PIPE ENLARGEMENT METHOD TO BE USED
AND PROVIDE NAME OF CONTRACTOR FOR INSTALLATION:
PIM METHOD
Name of Subcontractor if Applicable
T.R.S. SYSTEM
Name of Subcontractor if Applicable
McCONNELL METHOD
Name of Subcontractor If Applicable
EXPANDED SYSTEM
Name of Subcontractor If Applicable
Failure to provided the information required above may result in rejection of bid as non-responsive.
Only products or methods listed above will be allowed for use in this project. Any substitution shall result
in the rejection of bid as non-responsive.
PART — B PROPOSAL
� B-44
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MAIN 390 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATlON
AND IMPROVEMENTS (GROUP 6, CONTRACT 1), PART 8, UNIT 3
PS-070460410280 DOE NO. 2627
Within ten (10) days after notification by the City, the undersigned will execute the formal contract and will
deliver an approved Surety Bond and such other bonds as required by the Contract Documents, for the
faithful performance of this contract. The attached bid security in the amount of 5% is to become the
property of the City of Fort Worth, Texas, in the event the contract and bond or bonds are not executed
and delivered within the time above set forth, as liquidated damages for the delay and additional work
caused thereby.
The undersigned bidder certified that he has been furnished at least one set of the General Contract
Documents and General Specifications for Water Department Projects dated January 1, 1978, and that
he has read and thoroughly understands all the requirements and conditions of those General Documents
and the specific Contract Documents and appurtenant plans.
The undersigned assures that its employees and applicants for employment and those of any labor
organization, subcontractors, or employment agency in either furnishing or referring employee applicants
to the undersigned are not discriminated against as prohibited by the terms of City Ordinance No. 7278
as amended by City Ordinance No. 7400.
(Complete A or B below, as applicable:)
A. The principal place of business of our company is in the State of .
Nonresident bidders in the State of , our principal place of
business, are required to be percent lower than resident bidders by state law. A copy
of the statue is attached.
Nonresident bidders in the State of , our principal place of
business, are not required to underbid resident bidders.
B. The principal place of business of our company or our parent company or majority owner is in
the State of Texas.
This contract is issued by an organization which qualifies for exemption pursuant to the provisions of
Article 20.04 (F) of the Texas Limited Sales, Excise and Use Tax Act. All Equipment and materials not
consumed by or incorporated into the project construction, are subject to State sales taxes under house
Bill 11, enacted August 15, 1992. The successful Bidder shall be required to complete the attached
Statement of Materials and Other Charges contractor at the time of executing the contract.
The Bidder agrees to begin construction within ten (10) working days after issue of the work order, and to
complete the contract within:
Unit 1— ninety (90) calendar days
Unit 2— one hundred twenty (120) calendar days
Unit 3— ninety (90) calendar days
Unit 4— one hundred twenty (120) calendar days
after beginning construction as set forth in the written work order to be furnished by the Owner.
This document is designed as four (4) separate contract documents and proposals shall not be construed
as being a package. The proposal Sections are designed as four (4) separate proposals and are
arranged in Units to allow the Contractor to submit a bid on one, two, three or all four units. Contracts will
be awarded to the responsible, responsive low bidder for each of the four Units. If the Contractor only
submits a bid on one proposal and is the lowest proposed price total, the Contractor will be the apparent
successful bidder for the individual proposal Unit. Contractors may bid on any or all of the four Units.
Time on all units awarded will run concurrently. If the Contractor is low bidder on more than one unit, the
Contractor's time for all units awarded to him will be the longest time allowed for any single unit awarded
to the Contractor. -�� ����
I(we), acknowledged receipt of the f Ilowing addenda to the plans and specifications, all of the provisions
and requirements of which have bee� taken into sideration in preparation of the foregoing bid:
Addendum No. 1(Initials) Respectiv submitted,
Addendum No. 2 (Initials) �
Addendum No. 3 (Initials)
Addendum No. 4 (Initials) �
By: �Dr�v; � _�,�'r.,r �t.e,C
' Title: ���.�; �,,��,
, - Address:�,ou�, �,..�1.., b�.
(SEAL) I
Date: `r��-► ! 9 S
�� �f�loc�`. Ty 7lfl(7"1
Telephone: 'b ►'1 331 '�aqo
PART — B PROPOSAL, UNIT 1 .
� � B-45
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BID SUMMARY
MAIN 390 DRAINAGE AREA SANITARY SEWER SYSTEM
REHABILITATION AND IMPROVEMENTS
(GROUP 6, CONTRACT 1), PART 8
SEWER PROJECT NO. PS-070460410280
UNIT 1, DOE NO. 1828
UNIT 2, DOE NO. 2526
UNIT 3, DOE NO. 2527
UNiT 4, DOE NO. 2528
TOTAL BID
PART — B PROPOSAL
$ � o � � ,�
$ � � �, �
�% d�
`1 j1/'�% � �cg .._- ��p �
7
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$
� ��� B, �
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$ �
B - SUMMARY
B-61
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1
1
PART C - GENER.AL CONDITIONS
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PART C - GENERAL CONDZTIONS
TABLE OF CONTENTS
NOVEMBER, 1, 1987
TABLE OF CONTENTS
C1-1
C1-1.1
C1-1.2
C1-1.3
C1-1.4
C1-1.5
C1-1.6
C1-1.7
C1-1.8
C1-1.9
C1-1.10
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
C1-1.21
C1-1.22
C1-1.23
C1-1.24
C1-1.25
C1-1.26
C1-1.27
C1-1.28
C1-1.29
C1-1.30
C1-1.31
C1-1.32
DEFINITIONS
Definition of Terms
Contract Documents
Notice to Bidders
Proposal
Bidder
General Conditions
Special Conditions
Specifications
Bond
Contract
Plans
City
City Council
Mayor
City Manager
City Attorney
Director of Public Works
Director, City Water Department
Engineer
Contractor
Sureties ,
The Work or Project
Working Day
Calendar Day
Legal Holiday
Abbreviations
Change Order
Paved Streets and Alleys
Unpaved Streets and Alleys
City Streets
Roadway
Gravel Street
C1-1
C1-1
C1-1
C1-1
C1-1
C1-1
C1-1
C1-1
C1-1
C1-1
C1-1
C1-1
C1-1
C1-1
C1-1
C1-1
C1-1
Cl-1
C1-1
C1-1
C1-1
C1-1
Cl-1
C1-1
C1-1
Cl-1
C1-1
C1-1
C1-1
C1-1
C1-1
C1-1
tl)
(1)
(2)
(2)
(2>
(2)
(2>
(2)
(2)
(3)
(3)
(3>
(3)
(3)
(3)
(3)
(4)
t4)
(4)
(4)
(4)
(4)
t4)
(4)
(4)
(5)
(6)
(6)
(6)
(6)
(6)
(6)
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 Submitting of Proposal
C2-2.5 Rejection of Proposals
C2-2.6 Bid Security
� 1 �
C2-2 (1)
C2-2 (1)
C2-2 (2)
C2-2 (3)
C2-2 (3)
C2-2 (3)
��
C2-2.7
C2-2.8
C2-2.9
C2-2.10
C2-2.11
C2-2.12
C3-3
C3-3.1
C3-3.2
C3-3.3
C3-3.4
C3-3.5
C3-3.6
C3-3.7
C3-3.8
C3-3.9
C3-3.10
C3-3.11
C3-3.12
C3-3.13
C3-3.14
C3-3.15
C4-4
C4-4.1
C4-4.2
C4-4.3
C4-4.4
C4-4.5
C4-4.6
C4-4.7
CS-5
CS-5.1
CS-5.2
C5-5.3
CS-5.4
CS-5.5
C5-5.6
CS-5.7
CS-5.8
C5-5.9
CS-5.10
CS-5.11
CS-5.12
CS-5.13
CS-5.14
CS-5.15
C5-5.16
CS-5.17
CS-5.18
Delivery of Proposal
Withdrawing Proposals
Telegraphic Modification of Proposals
Public Opening of Proposal
Irregular Proposals
Disqualification of Bidders
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
SCOPE OF WORK
Intent of Contract Documents
Special Provisions
Increased or Decreased Quantities
Alteration of Contract Documents
Extra Work
Schedule of Operations
Progress Schedules for Water and
Sewer Plant Facilities
CONTROL OF WORR AND MATERIALS
Authority of Engineer
Conformity with Plans
Coordination of Contract Documents
Cooperation of Contractor
Emergency and/or Rectification Work
Fie2d Office
Construction Stakes
Authority and Duties of Inspectors
Inspection
Removal of Defective and Unauthorized
Substitute Materials or Equipment
Samples and Tests of Materials
Storage of Materials
Existing Structures and Utilities
Interruption of Service
Mutual Responsibility of Contractors
Cleanup
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
C3-3
C3-3
C3-3
C3-3
C3-3
C3-3
C3-3
C3-3
C3-3
C3-3
C3-3
(1)
(1)
(2)
(2)
(2)
(2)
t4)
(4)
(4)
f4)
(7)
(7)
(7)
t8l
C4-4 (1) �
C4-4 (1)
C4-4 (1)
C4-4 (2)
C4-4 (2)
C4-4 (3)
C4-4
CS-5
C5-5
CS-5
CS-5
CS-5
C5-5
CS-5
CS-5
C5-5
Work CS-5
C5-5
CS-5
C5-5
CS-5
CS-5
CS-5
CS-5
CS-5
(4)
(1)
(1)
(2)
(2)
(3)
(3)
(3)
(4)
(5)
l5)
(5)
(6)
(6)
(7)
(7)
(8)
(8)
(9)
(2)
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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
C8-S.1
C8-8.2
LEGAL RELATZONS 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 Responsibility for
Damage Claims
Contractor's Claim for•Damages
Adjustment of Relocation of Public
Utilities, etc.
Temporary Sewer Drain Connections
Arrangement and Charges of Water
Furnished by City
Use of a Section of Portion of the Work
Contractor's Responsibility for Work
No Waiver of Legal Rights
Personal Liability of Public Officials
State Sales Tax
PROSECUTION AND PROGRESS
Subletting
Assignment of Contract
Prosecution of the Work
Limitations of Operations
Character of Workman and Eguipment
Work Schedule
Time of Commencement and Completion
Extension of time of Completion .
Delays
Time of Completion
Suspension bl Court Order
Temporary Suspension
Termination of Contract due to
National Emergency
Suspension of Abandonment of the
Work and Annulment of Contract
Fulfillment of Contract
Termination for Convenience of the Onwer
Safety Methods and Practices
MERSUREMENT AND PAYMENT
Measurement of Quantities
Unit Prices
(3)
C6-6
C6-6
C6-6
C6-6
C6-6
(1)
(1)
(1)
(2)
(2)
C6-6 (3)
C6-6 (4)
C6-6 (4)
C6-6 (5)
C6-6 (6)
C6-6 (8)
C6-6 (8)
C6-6 (10)
C6-6 (10)
C6-6 (10)
C6-6
Cb-6
C6-6
C6-6
C6-6
C6-6
(11)
(11)
(11)
(12)
(12)
(12)
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)
CS-8 (1)
CS-8 (1)
C8-8.3
CS-8,4
C8-8.5
C8-8.6
C8-8.7
C8-8.8
C8-8.9
C8-8.10
C8-8.11
C8-8.12
C8-8.13
Lump Sum
Scope of Payment '
Partial Estimates and Retainage
Withholding Payment
Final Acceptance
Final Payment
Adquacy of Design
General Guaranty
Subsidiary Work
Miscellaneous Place�ent of Material
Record Documents
C8-8 (1)
C8-8 (I)
C8-8 (2)
C8-8 (3)
CS-8 (3)
CS-8 (3l
C8-8 (4)
C8-8 (4)
C8-8 (5)
C8-8 (5)
C8-8 (5)
(4)
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PART C - GENERAL CONDITIONS
Cl-1 DEFINZTZONS
SECTION Cl-1 D£FINITIONS,
C1-1.1 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)
PA.RT B - PROPOSAL (Sample)
PART C - GENERAL CONDITIONS (CITY)
(Developez)
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 CONDITIDNS
PART D - SPECIAL CONDITIONS
PART E - SPECIFICATIONS
PERMITS/EASEMENTS
PART F - BONDS
PART G - CONTRACT
(Advertisement) Same as
PART H- PLA�tS (Usually bound separately)
,
C1-1 (1)
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C1-1.3 NOTICE TO
either BIDDERS: All og
furnishedtdirectptolished
the legal
in public advertisinPublications
contemplated under lnterested parties g mediums or
notice to bidders, the Contract DocumePtstaining to the work
constitutes the
.C1-1.4 PROPOSAL:
tender of a bidder toe �ompleted written -
to have clone Perform the work W and signed ofter or
Proposal ' tOgether with the bid hich the Owner
. which beco mes security, constituteslthe
officially received b binding u on t
read and not re• y the Owner, has been Bidder when it
�ected by the pWner publicly o is
. . C1-1 , • pened and
5 BIDDER: Any person,
a°dp1nY� associ�ation Persons, firm,
Y authorized ' �orporation, acting direct2Partnership,
performin rePresentative, submittinq ay or throuqh
constitutesthe work contemplated under the
a bidder. Contractpr�posal for
Documents,
CI'I • 6 GEIVERAL
usuai CONDITIONS: The General
construction and contract re
perfarmance Conditions are the
of the Wfl rk qu1zements which
accordance with the customars � that it govern the
and requirements y ProcedureWlll be carried on in
promulqated ordinances, th� City of Fort the local st
Worth s chartertes,
Wherever and
Conditions there may be a conflict
precedence a�d Special Conditions between
and shall � the latter�he General
govern . � s h a 11
C 1-1, , 7 take
SPecifi� reECIAL CONDITIONS; S
quirements which Pecial condit'
pro'ect are necess �Ons are the
� covered by the Contract ary f°r
covered in the General Documents the particular
General Condi tions conditions. When and not specifically
Documents the and other �onsidered with the
and y Provide the inform lonents of the
Owner should have in order to Which �ontract
the project, gain a thorouthe Contractor
gh knowledge of
C1-1.8 SPECIFICATIONS;
part of the Contract Documentsswhichlsets ns is
r�qu�rements which must that section or
workmanship, e ui be met b forth in detail the
q pment y a12 materials, construction,
completed and useful and services in order
standard specificationspr��ect. Whenever referenCe� ren der
etc. , re u a
, such referred g lations, reguirements is made to
Contract Do�u to documents shall beco ' Statutes,
ments just as though the me
C1-1, y were embodiedPtrt °f the
9 BOND; The bond or herein.
security fu�rnzshed b bonds are the written
Y the Contractor for the prompte a°d �
C1-1 (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 Bidders, 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
unders tanding of the two contracting parties about the project
to be completed under the Contract Documents.
C1-1.11 PLANS: The plans are the drawings or reproductions
therefrorn made by the Owner's representative showing in detail
the location, dimension and position of the various elei cna 1
of the project, including such profiles, typ
cross-s ec tions, layout diagrams, working drawings, preliminary
drawings and such supplemental drawings as the Owner may issue
to clarify other drawings or for the purpose of showing
changes in the work hereinafter authorized by the Owner. The
plans are usually bound separately from other parts of the
Contract Documents, but they are a part of the Contract
Documents just as though they 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.
Cl-1 . 13 CITY COUNCIL: The duly elected and qualif ied
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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C1-1,1'7 pIRECTOR OF
of the Cit PUBLIC WORKS:
Y of Fort wOdul � referredTto dul t�epointed official
City Engineer, or his in
Y authorized representativeter as the
C1-1.18 DIRECTOR,
Director of the CITY wATER DEPARTMENT:
Worth, Texas, orty Water Department � The duly appointed
assistant, or a his duly authorizedthe City o f
. gents, representativet
. C1-1.19 ENGINEER:
�f the Fort The Director of
authorized Worth City Water De Publl� W°rks
superintendents lstants, a ents partment ' the Director
g , or their duly
duties entrusted� acting within thengineers, ins
to them. Scope af Pectors, or
the particular
C1-1.20 CONTRACTOR:
company� firm The person,
contract ' association, or pezSons,
w�th the Owner �orporation partnership,
directly or throu for the execution ' enterin
sub-�ontractor is9h a dul of the work lnto a
Y authorized represent ' actinq
contract with a Person, firm ative,
materials the princi ' �orp�ration� or ot A
or only labor paI �ontractor hers under
, for work at the� S uPPlying labor and
C1-I•21 SURETTES: site of the
such The Corporate bodi prOJect,
bonds are rP
sureties engaqed arertd wlth and for eS which are bound b
and satisfactor ° be f ull the C ontractOz.
aIl re Y fulfillment of theresponsible The
quirements as set f Contract for the entire
aPproved changes therein, °rth in the Con tr and for any and
act Documents and
C1-1.22 THE WORK
in and covered b�R PROJECT: The com
limited y the Contract Documentsted work �ontem
equiPment t� the furnishing of a12 • includin Plated
, and incidentals labor g but not
and serviceable necessary to ' n'aterials, tools,
project, produce
a completed
C1-1.23 WORKING D
day, not includin AY� A WOrking day zS defined as
which the weather ortothers' Sunda
the Contractor ys• and a calendar
work Permit the COnditions not lega1 holidays, in
7:OQ f or a of notPerformance of under the control of
period the princi
para ra m' and 6:00 p.m, less thanpseven �7� Pal unit of
9 ph c7_�.6. . with exce tions as hours between
C1-1, Permitted in
24 CALENDAR DAYS: A calendar
or month, no da
YS being excepted, day ls any daY of the week
C1-1.25 LEG�L HOLIDAYS;
prescribecl by the Cit Le al
observance b Y Counci� holidays shall be observed as
Y City em of the City of Fo r t
P1oYees as fo l lows: worth for
C1-1 (4)
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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 in lieu of
holidays as the City Council
may determine
January 1
Third Monday in January
Last Monday in May
July 4
First Monday in September
Fourth Thursday in November
Fourth Friday in November
December 25
When one of the above named holidays or a special holiday is
� declared by the City Council, falls on Saturday, the holiday
shall be observed on the preceding Friday�or if it falls on
Sunday, it shall be observed on the following Monday, by those
employees working on working day operations. Employees
� working calendar day operations will consider the calendar
holiday as the holiday.
� C1-1.26 ABBREVIATIONS: Wherever the abbreviations defined
herein appear in Contract Documents, the intent and meaning
shall be as follows:
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A.ASHTO - American Association of MGD - Million Gallons Per
State Highway Transportation Day .
Officials
ASCE - American Society of Civil CFS - Cubic Foot per
Engineers Second
LAW - In Accordance With
ASTri - American Society of Min. - Minimum
Testing Materials Mono.- Monolithic
AWWA - American Water Works $ - Percentum
Association R - Radius
ASA - American Standards Association I.D. - Inside Diameter
HI - Hydraulic Institute O.D. - Outside
Diameter
Asph. - Asphalt Elev.- Elevation
Ave. - Avenue F - Fahrenheit
Blvd. - Boulevard C - Centigrade
CI - Cast Iron In. - Inch
CL - Center Line Ft. - Foot
GI - Galvanized Iron St. - Street
Lin. - Linear or Lineal CY - Cubic Yard
lb. - Pound Yd. - Yard
MH - Manhole SY - Sguare Yard
Max. - Maximum L.F. - Linear Foot
D.I. - Ductile Iron
C1-1 (5)
CI-1.27 CHANGE
supplemental ORDER; A "Chan
coverin agreement between the ge �rder" is a written
found necessar added or deducted Owner and the
Y and which was not Sitem or feature wh �htra�tor
scope of the project on which bidscificall may be
in unit quantities were y included in the
matter of stated in the submitted.
more than a Change Order prOpOsal are Increase
25$ of t unless the increase�t the subject
the original he amount of the particular •°r decrease is
proposal, item
�r items in
AZ1 "Change Orders" shall be
information as necessary furnishedpby P hr e d
e C o n t r the Ci t y f r o m
C1-1.28 PAVED STREETS AND ��tor.
shall be defined ALLEys;
f o l lowing t a s a s treet or A P a v e d street or a].ley
ypes of wearing surfa� slley having one of
unimproved surfa
1.
2.
3.
4.
5.
ce; applled over the the
natural
Any type of asPhaltic
separate base material, �oncrete with
or without
ny type of aSphalt surfac
including an oiled e treatment, not
s eparate base material S u r f a c e, w i t h o r
Brick, with or without W� t h o u t
Concrete, with or wit SeParate base mate r i a l.
A n y c om bination of t h o u t s eparate base material.
he above.
C1-1;29 UNpAVED
roadway or otherSTREETS OR AI,LgyS: An
above for Surface is any area
"Paved Streets and Alleys,��
C1-1.30 CITY STREETS:
between the right-of-way
C1-1.31 ROADWAY:
parallel lines two
�4') feet back of
exists.
The
(2')
the
unpaved street, al�ey,
except t�oSe defined
A city street is defined
lines as the street is dedicatedt area
roadway is defined as the
feet back of the curb area
aVerage edge of pavementlwhP o
CI-1•32 GRAVEL STREET:
to which has been A gravel street is
S • • added
between
or four
no curb
lmllar material �ne or mOze appli�at onSunPaved street
street surface befo eh an than the natural
material�� gravel or
y improvement was made. LOund on the
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C1-1 (6)
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SECTION C - GE:IERAL CONDITIONS
C2-2 INTERPRETATZON AND
PREPARATION OF PROPOSAL
� SECTZON C2-2 ZNTERPRETATION AND PREPARATION OF PROPOSAL
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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 o�eninq 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 q ualification 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 QUANTITIES: The quantities of work
, and materials to be furnished as may be listed in the proposal
�
C2-2(1)
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�orms or other parts of the Contract Documents will b
considered as approximate only and will be used for the
ourpose of comparing bids on a uniform basis,
made to the Contractor for only the a ctual PaYment will be
performed or materials furnished in strict accordance withWthe
Contract-Documents and Plans. The quantities of work to be
performed and materials to be furnished may be increased or
decreased as hereinafter
invalida.ting the unit prices bidlor anyWotherurequir men way
the Contract Documents, ts of
C2-2.3 EXAMINATION OF CONTRACT DOCUMENTS AND SITE OF PRO
Bidders are advised that the Contract Documents on file wit�h
the Owner shall constitute all�of the information W JECT.
Owner will furnish. All additional information and da al hich
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 'ust
as though such addenda were actually written into the original
Contract Documents,
Bidders are required, prior to the filin of
and become familiar with the Contract Documents�ptod�i �t the
site of the project and examine carefull
conditions, to inform themselves b Y all local
research and investigations, tests,yborinr °wn independent
means as may be necessar to g' and by such other
conditions which will be enc ountered during thel�onst of the
of the project. They �ust uction
difficulties of the work and allgat endinhemselves the
affecting the cost of doing the work or the time required f or
its completion, and obtain all information g circumstances
intelligent proposal. No inf ormation iven blred to make an
any representative of the Owner other than thattcon ained in
the Contract Documents and officiall
thereto, shall be binding upon the Ownerr� Bidderse shall reaa
exclusively and solely upon their own
investigation, research, tests, explorations estimatesy
which are necessary for full and complete information u on
, and other data
which the proposal is to be based.
the submission of a proposal is It is mutually agreed hat
bidder has made the investiga tions,fexaminataonseandatests
herein required. Claims for additional compensation due to
variations between conditions actually encountered in
construction and as indicated in the Contract Documents will
not be allowed.
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The logs of Soil Borings, if any, showing on the
general information only and may not be correct, Plans are for �
_ Neither the
C2-2(2)
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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. Al1 blank spaces
�„ applicable to the project contained in the form shall be
correctly filled in and the Bidder sha11 state the prices,
� written in ink in both words and numerals, for which he
proposes'to do the work contemplated or furnishe the materials
requir ed. 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
giv en, 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 :nust 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 r.eceipt of
proposal shall be returned to the Bidder unopened.
� C2-2.6 BI D�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
i,.� within the required time execute a formal contract and furnish
the required performance and other bonds. The bid security of
the three lowest bidders wi11 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. �
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C2-2•7 DELIVERY OF PROPOSAL:
unless it is delivered ' NO Proposai will be
Securit � accompanied b considered
Y, to the City Mana er y its proper Bid
official place of business as °r his representative in
Bidders." _It is the Bidder s solefresh in the � the
' Notice to
the proposal at the proper time to the P°nsibility to deliver
fact that a proposal was dispatched willenol be�
The Bidder must have the The mere
proposal. shall be in a sealed enveloce uall Considered.
word n Y delivered. Each
PROPOSAI,,^ and the name or descri Pio�n1y marked with the
designated in the n
addressed to the City Manager� Ciaders.P The�envelope shall be
1' gallr Fort Worth, Texas.
C2'2•8 WITHDRAWING PROPOSALS:
the City Manager cannot be withdrawnop osals actuall
opening proposals. Prior to the timel set for
proposal must be madeAinewritinfor non-
consideration of a
Manager, and filed with him g' addressed to the
opening of prior to the time City
non-consideratioln �aref oeenedland p Set for the
pro osals not requested for
proposals £or which non- onsideratP onl re y read
pro erl aloud, the
unopened, filed may, at the option of the quests have been
Owner, be returned
�2'2•9 TELEGRAPFiIC MODIFICATION OF PROPOSALS; An b�
modify his proposal by telegraphic communication at
prior to the time set for openin y ldder may
telegraphic communication is received pbsal3 any time
prior to the said proposal opening time � provided such
that the Cit Y the City Manager
y Manager is satisfied thataadwrittend further,
authenticated confirmation of such telegraphic co�u '
over the signature of the bidder was mailed and duly
pro osal o enin nlcation
p p g time. If such confirmation iS r�'or to the
within forty-e1qht �48� hours after the not received
no further consideration will be iven torthesal o
g• pening time,
C2'2•10 PUBLIC OPENING OF PROPOSAL; p�OPosal.
properly filed and for which no "NonPc ns deration R �
has been received will be have been
the Cit publicly opened and read equest
Y Manager or his authorized representative aZoud by
and place indicated in the "Notice to Bidders. at �he time
which have been opened and read will remain on file
Owner until the contract has been awarded, All proposals
authorized representatives are invited to be with the
opening of bids. Bidders or their
present for the
C2'2•11 IRREGULAR pROPOSALg;
being ^Irregular^ if the PrOPosals shall be considered as
form, additions y ShOW any omissions, alterations of
alternate bids '°r conditions not called for
, or irregularities of an � unauthorized
y kind. However, the
C2-2(4)
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� Owner reserves the right to waive any and al1 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.
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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.
b.
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d.
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f.
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Reasons for believing that collusion exists among
bidders.
Reasonable grounds for believing that any bidder is
interested in more than one proposal for work
contemplated.
The bidder being interested in any litigation
against the Owner or where the Owner may h ave a
claim against or be engaged in litigation against
the bidder.
The bidder being in arrears on any existing contract
or having defaulted on a previous contract.
The bidder having performed a prior contract in an
unsatisfactory manner.
Lack of competency as revealed by the financial
statement, experience record, equipment schedule,
and such inquiries as the Owner may see fit to make.
Uncompleted work which, in the judgment of the
Owner, will prevent or hinder the prompt completion
of additional work if awarded.
The bidder not filing with the Owner, one week in
advance of the hour of the opening of proposals the
following:
1.
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Financial Statement showing the financial
condition of the bidder as specified in Part
"A" - Special Instructions.
A current experience record showing especially
the projects of a nature similar to th e one
under consideration, which have been
successfully completed by the Bidder.
An equipment schedule showing the equipment
the bidder has available for use on the
project.
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The Bid Proposal of a bidder who, in the judgment of the
Engineer, is disqualified under the requirements stated
� herein, shall be set aside and not opened.
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PART C - GENER�L CONDITIONS
C3-3 AWARD AND EXECUTION OF
DOCUMENTS
SECTION C3-3 AWARD AND EXECUTION OF DOCUMENTS:
� C3-3.1 CONSIDERATION OF PROPOSALS: After proposals have been
opened and read aloud, the proposals will be tabulated on the
� basis of�the quoted prices, the quantities shown in the
proposal, and the application of such formulas or other
- methods of bringing items to a common basis as may be
established in the Contract Documents.
,W 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 o�f
the bid.
� Until the award of the contract is made by the Owner, the
right wiJ.l be reserved to reject any or all proposals and
waive technicalities, to re-advertise for new proposals, or to
proceed with the work in any manner as maybe considered for
�� the best interest of the Owner.
�- C3-3.2 MINORITY BUSINESS F-�1TERPRISE/WOMEN-OWNED BUSINESS
„ ENTERPRISE COMPLIANCE: Contractor agrees to provide to Owner,
�° upon request, comp�lete 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
�,,,, na ture 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 at Owner's discretion for
�,,, bidding on future Contracts with the 4wner for a period of
time of not less than six (6) months.
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C3-3.3 EQUAL EMPLOYMENT PROVISIONS: The Contractor shall
comply with Current City Ordinance prohibiting discrimination
in emoloyment practices.
C3-3 (1)
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The Contractor shall post the required notice to that eFf
on the project site, and, at his request ect
assistance by the City of Fort Worth � s Will be provided
Officer who will refer any qualif i e d a Equal Employment
f i le in his office to the ContractorpP licant he may have on
be acquired from the Equal Employment Officerpriate notices may
C3-3.4 WITHDRAWAL OF PROPOSALS:
read by the Owner it cannot be withdrawnrba Proposal has been
f orty-five (45) days after the date y the Bidder within
were opened, on which the proposals
C3-3.5 AWARD OF CONTRACT: The.Owner reserves the ri ht t
withholdfinal action on th�e proposals for a reasonable time
not to exceed forty-five (45) da s g �
proposals, and in no event will anyawarde be hmadetuntil after
investigations have been made as to the responsibilit
proposed awardee, y of the
The award of the contract, if an award is made, will be to
lowest and best responsible bidder, the
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The award of the contract shall not become effective until t
Owner has notified the Contractor in writing of such he
C3-3.6 RETURN OF PROPOSAL SECURITIES; award.
price totals have been determined for comparisonnofsbids, the
Owner ma ProPosed
Y, at its discretion, return the
which accompanied the proposals which, in itsr�Posal security
not be considered for the award, ]udgment, would
securities, usually those of the three lowest bidders P rOPosal
retained by the Owner until t h e r e quire d contract has been
e x ecu te d and bond furnished or the Owner ' W111 be
disposed of the bids, after which they will be returnedeb W ts e
City Secretary, y he
C3-3.7 BONDS: With the execution and deliver
Documents, the Contractor shall furnish to y of the Contract
Owner in the amounts herein required, the followinglbo ds h the
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a• PERFORMANCE BOND: •
performance bond in an mogn� notnd Sufficient
percent of the amount of the contractess than 100
bY the proposal tabulation or ' as evidenced
guaranteeing� the full and faithful exec tion of Sthe
work and performance of the contract, and f or the
protection of the Owner and all other persons
against damage by reason of ne
Contractor, or improper executionllgence of the
the use of inferior materials. °f the work or
This performance
C3-3 (2f
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bond shall guarantee the payment 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. MAZNTENANCE BOND: A good and sufficient
' maintenance bond, in the amount of not less than
. 100 percent of the amount of the contract, as
evidenced by the proposal tabulation or otherwise,
guaranteeing the prompt, full and faithful
performance of the general guaranty which is set
forth in paragraph C8-8.10.
c. PAYMENT BOND: A good and sufficient payment bond,
in an amount not less than 100 percent of the
amount of the contract, as evidenced by the
proposal tabulation or otherwise, guaranteeing the
prompt, f ull and €aithful 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, 19S9, 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 aZI. payments as
above stipulated are made.
d. OTHER BONDS: Such other bonds as may be required
by these Contract Documents shall be furnished by
the Contractor.
� No sureties will be accepted by the Owner which are at the
time in default or delinquent on any bonds or which are
interested in any litigation against the owner. AZ1 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 the
owner. In order to be acceptable, the name of the surety
shall be included on the current U.S. Treasury list of
� acceptable sureties, and the amount of bond written by any one
acceptable company shall not exceed the amount shown on the
� Treasury list for that company. Each bond shall be properly
executed by both the Contractor and Surety Company.
Should any surety on the
at any time by the Owner,
to that effect and the
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contract be determined unsatisfactory
notice will be given the Contractor
Contractor shalT' immediately provide a
C3-3 (3)
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new surety satisfactory to the Owner. No payment will be made
under the contract until the new,surety or sureties, as
requir ed, h ave qualified and have been acceQted by the Owner.
The contract shall not be operative nor will any payments be
due or paid until approval of the bonds by the Owner.
C3-3.$ EXEC UTION OF CONTRACT: Within ten (10) days after the
Owner has by appropriate resol�ution, or otherwise, awarded the
contrac t., the Contractor shall execute and file with the Owner
the Contract and such bonds as may be required in the Contract
Documents.
No contract shall be binding upon. the owner until it has been
attested by the City Secretary, approved as to form and
legality by the City Attorney, and executed for the Owner by
either the Mayor or City Manager.
C3-3.9 FAILURE TO EXECUTE CONTRACT: The failure of the
Awardee to execute the required bond or bonds or to sign the
required contract within ten (10) days after the contract is
awarded shall be considered by the Owner as an abandonment of
his pr oposal, and the Owner may annul the Award. By reason of
the uncertainty of the market prices of material and labor,
and it being impracticable and difficult to accurately
determine the amount of damages occuring to the Owner by
reason of said awardee's failure to execute said bonds and
contract within ten (10) days, the proposal security
accompanying the proposal shall be the agreed amount o-f
damages which Owner will suffer by reason of such f ailure on
the part of the Awardee and shall thereupon immediately be
forfeited to the Owner.
The filing of a proposal will be considered as an acceptance
of this provision by the Bidder.
C3-3.10 BEGINNING WORK: The Contractor shall not commence
work until authorized in writing to do s� by the Owner.
Should the Contractor fail to commence work at the site of the
project within the time stipulated in the written
authorization usually termed the "Work Order" or "Proceed
OrderTM, it is agreed that the Surety Company will, within ten
(10) days after the commencement date set forth in such
written authorization, commence the physical execution of the
contract.
C3-3.I1 INSURANCE: The Contractor shall not commence work
under this contract until he has obtained all the insurance
reguired under the Contract Documents, and such insurance has
been approved by the Owner. The prime Contractor sha1l be
responsible for delivering to the Owner the sub-contractors'
C3-3 (4)
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� certificate of insurance for a rova
pp 1. The prime contractor
�„ shall indicate on the certificate of insurance included in the
documents for execution whether or not his insurance covers
� sub-contractors. It is the intention of the Owner that the
i nsurance coverage required herein shall include the coverage
V 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 project
�. 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 Statute,
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
Comprehensive General Liability Insurance (Public
� Liability and Property Damage Insurance) in an
amount not less than $500,000 covering each
occurrence on account of bodily injury, including
� death, and in an amount not less than $500,000
- covering each occurrence on account of property
�' damage with $2,000,000 umbrella policy coverage.
c. ADDITIONAL LIABILITY: The Contractor shall
furnish insurance as separate policies or by
� additional endorsement to one of the
above-mentioned policies, and in the amount as set
f orth for public liability and property damage, the
� following insurance:
1. Contingent Liability (covers General
r• Contractor's Liability for acts of
sub-contractors).
2. Blasting, prior to any blasting being done.
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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.
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C3-3 (5)
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5• Builder's risk (where above-qround structures
are involved).
6• Contractual Liability (covers all
indemnification requirements of Contract),
d• AUTOMOBILE INSURANCE - BODILY INJURY AND PROPERTY
DAMAGE; The Contractor shall procure and maintain,�
during the life of this Contract, Comprehensive
. Automobile Liability insurance in an amount not
less than $250,000 for injuries including
accidental death to any one person and subject to
the same limit for each person an amount not less
than $500,000 on account of one accident, and
automobile property damage insurance in an amount
not less than $100,000.
e• SCOPE OF INSURANCE AND SPECIAL HAZARD: The
insurance required under the above paragraphs shall
provide adequate protection for the Contractor and
his sub-contractors, respectivel
claims which may arise from operations u derath�s
contract, whether such operations be by the insured
or by anyone directly or indirectly employed by
him, an3 also against any of the following special
hazards which may be encountered in the performance
of the Contract.
f• PROOF OF CARRIAGE OF INSURANCE:
shall furnish the Owner with satisfactorcontractor
coverage by insurance required in these Contract
Documents in amounts and by carriers satisf actory
to the Owner. (Sample attached.) All insurance
requirements made upon the Contractor shall apply
to the sub-contractor, should the Prime
Contractor's insurance not cover the
sub-contractor's work operations.
9• LOCAL AGENT FOR INSURANCE AND BONDING: The
insurance and bonding companies with wh�om the
Contractor's insurance and per£ormance, payment,
maintenance and all such other bonds are written
shall be represented by an agent or agents having
an office located within the city limits of the
C3-3 (6)
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City of Fort Worth, Tarrant County, Texas. Each
� such agent shall be a duly qualified, one upon whom
service of process may be had, and must have
authority and power to act on behalf of the
insurance and/or bonding company to negotiate and
� settle with the City of Fort Worth, or any other
claimant, any claims that the City of Fort Worth or
bther 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-Dallas
area. The name of the agent or agents shall be set
�, � forth on all of such bonds and certif icates of
insurance.
C3-3.12 CONTRACTOR'S OBLIGATIONS: Under the Contract, the
Contractor 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 person engaged in work on the
project at the site of the project shall be furnished to the
�,� Owner's representative within seven (7) days after the close
of each payroll period. A copy or copies of the applicable
� miriimum wage rates as set forth in the Contract 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 Owner; however, posting and protection of the wage rates
� shall be the responsibility of the Contractor.
� C3-3.14 CONTRACTOR'S CONTRACT ADMINISTRATION: Any Contractor,
whether a person, persons, partnership, company, firm,
association, corporation or other who is approved to do
�., business with and enters into a contract with the City for
construction of water and/or sanitary sewer facilities, will
� have or shall establish a fu11y operational business office
within the Fort Worth-Dallas metropolitan area. The
�� Contractor sha11 charge, delegate, or assign this office (or
i� he may delegate his Project Superintendent) with fu11
authority to transact all business actions required in th e
� performance of the Contract. This local authority shall be
� made responsible to act for the Contractor in all matters
pertaining to the work governed by the Contract whether it be
�,., administrative or otherwise and as such shall be empowered,
thus delegated and directed, to settle all material, labor or
� other expenditures, all claims against-the work or any other
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C3-3 (7)
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m atter associated such as maintaining adequate and appropriate
insurance or security coverage for the project. Such local
authority for administration of the work under the Contract
sha11 be maintained until all business transactions executed
as part of the Contract are complete.
S hould the Contractor's principal base ot operations be other
than in the Fort Worth-Dallas metropolitan area, notification
of the Contractor's assignment of local authority shall be
made in writing to the Engineer in advance of any work on the
project,'all appropriately signed and sealed, as applicable,
by the Contractor's responsible officers with the
understanding that this written assignment of authority to a
local representative shall become part of the project Contract
as though bound directly into the project documents. The
intent of these requirements is that all matters associated
with the Contractor's administration, whether it be oriented
in furthering the work, or other, be governed direct by local
a uthority. This same requirement is imposed on insurance and
surety coverage. Should the Contractor's local representative
f ail t o perf orm to the satisfaction of Engineer, the Engineer,
at his sole discretion, may demand that such local
representative be replaced 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 work stoppages are
in effect for this reason. ,
C3-3.15 VE NUE; Venue of any action hereinunder shall be
exclusively in �Tarrant County, Texas.
C3-3 (8)
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� SECTION C4-4 SCOPE OF WORK
PART C - GENERAL CONDITIONS
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
provided for in the Contract Documents, shall do a11 extra or
, special work as may be considered by the Owner as necessary to
� complete the project in a satisfactory and acceptable manner.
The Contractor shall, unless otherwise specifically stated in
these Contract 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 by 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 Documents
r,,, just as though they were originally written therein.
�° C4-4.3 INCREASED OR DECREASED QUANTITIES: The Owner reserves
the right to alter the quantities of the work to be perf ormed
� or to extend or shorten the improvements at any time when and
as found to be necessary, and the Contractor shall perform the
work as altered, increased or decreased at the unit prices.
r Such increased or decreased quantity shall not be more th an 25
m percent of the contemplated quantity of such item or items.
When such changes increase or decrease the original quantity
of any item or items of work to be done or materials to be
furnished by the 25 pe'rcent or more, then either party to the
� contract shall upon written request to the other party be
entitled to a revised consideration upon that portion of the
�' work above or below the 25 percent of the original quantity
stated in the proposal; such revised consideration to be
determined by special agreernent or as hereinafter provided for
� "Extra Work." No allowance will be made for any changes in
anticipated profits nor shall such changes be considered as
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C4-4 (1)
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waiving or invalidating any conditions or provisions of the
Contract Documents.
Variations in quantities of sanitary sewer pipes �in depth
categories, shall be interpreted herein as applying to the
overall quantities or sanitary sewer pipe in each pipe size,
but not to the various depth categories.._
C4-4.4 Ai,TERATION OF CONTRACT DOCUMENTS: By Change Order, the
Owner reserves the right to make such changes in the Contract
Documents and in the character or quantities of the work as
may be necessary or desirable to insuze completion in the most
satisfactory manner, provided such changes do not materially
alter the original Contract Documents or change the general
nature of the project as a whole. Such changes shall not be
cons-idered as waiving or invalidating any condition or
provision of the Contract Documents.
C4-4.5 EXTRA WORK: Additional work made necessary by changes
and alterations of�the Contract Documents or of quantities or
for other reasons for which no prices are provided in the
Contract Documents, shall be defined as "Extra Work" and shall
be performed by the Contractor in accordance with these
Contract Documents or approved additions thereto; provided,
however, that before any extra work is begun a"Change Order"
shall be executed or written order issued by the Owner to do
the work for payments or credits as shall be determined by one
or more combination of the following methods: '
a.
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Unit bid price previously approved.
An agreed lump sum.
c. The actual reasonable cost of (1) labor, (2) rental
of equipment used on the extra work for the time so
used at Associated General Contractors of America
current equipment rental rates; (3) materials
entering permanently into the project, and (4 )
actual cost of insurance, bonds, and social
security as determined by the Owner, plus a fixed
fee to be agreed upon but not to exceed 10$ of the
actual cost of such ex�ra work. The fixed fee is
not to include any additional profit to the
Contractor for rental of equipment owned by him and
used for the extra work. The fee shall be full and
complete compensation to cover the cost of
superintendence, overhead, other profit, general
and all other expense not included in (1), (2),
(3?, and (4) above. The Contractor shall keep
ac curate cost records on the �orm and in the method
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C4-4 (2)
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suggested by the Owner and shall give the Owner
Ir • access to all accounts, bills, vouchers, and
, records relating to the Extra Work.
No "Change Order" shall become effective until it has been
L approved and signed by each of the Contracting parties.
No claim for Extra Work of any kind will be allowed unless
� ordered in writing by the Owner. In case any orders or
instructions, either oral or written, appear to the Contractor
to involve Extra Work for which he should receive
� compensation, he shall make written request to the Engineer
, for written orders authorizing such Extra Work, prior 'to
beginning such work.
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Should a difference arise as to what does or does not
constitute Extra Work, or as to the payment thereof, and the
Engineer insists upon its per£ormance, the Contractor shall
proceed with the work af ter making written request for written
orders and shall keep an accurate account of the actual
reasonable cost thereof as provided under method (Item C).
Claims for extra work will not be paid unless the Contractor
shall file his claim with the Owner within five (5) days
before the time for making the first estimate after such work
is done and unless the claim is supported by satisfactory
vouchers and certified payrolls covering all labor and
materials expended upon the said Extra Work.
The Contractor shall furnish the Owner such installation
records of all deviations from the original Contract Documents
as may be necessary to enable the Owner to prepare for
permanent record a corrected set of plans showing the actual
installation.
The compensation agreed upon for 'extra work' whether or not
� iniitiated by a'change order' shall be a full, complete and
final payment for all costs Contractor incurs as a result or
relating to the change or extra work, whether said costs are
� known, unknown, foreseen or unforeseen at that time, including
� without limitation, any costs for delay, extended overhead,
ripple or impact cost, or any other effect on changed or
unchanged work as a result or the change or extra work.
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C4-4.6 SCHEDULE OF OPERATIONS: Before commencing any wor
under this contract, the Contractor shall submit to the Owner
� and receive the Owner's approval thereof, a"Schedule of
Operations," showing by a straight line method the date of
commencing and finishing each of the major elements of the
!� contract. There shall be also shown the estimated monthly
� cost of work for which estimates are-to be expected. There
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C4-4 (3)
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shall be presented also a composite graph showing the
anticipated progress of construction with the time being
plotted horizontally and the percentage of completion plotted
vertically, The progress charts shall be prepared on 8-1/2" x
11" sheets and at least five black or blue line prints shall
be f urnished_to the Owner.
C4-4.7 PROGRESS SCHEDULES FOR WATER AND.SEWER PLANT
FACILITIES: Within ten (10) days prior to submission of
first monthly progress payment, the Contractor shall
prepare and submit to the Owner for approval six copies of
the schedule in which the Contractor proposes to carry on
the work, the date of which he will start the several major
activities (including procurement of materials, plans, and
equipment> and the contemplated dates for completing the
same. The schedule shall be in the form of a time schedule
Critical Path Method (CPM) network diagram. As the work
progresses, the Contractor shall enter on the diagram the
actual progress at the end of each partial payment period
or at such intervals as directed by the Engineer. The
Contractor shall also revise the schedule to reflect any
adjustments in contract time approved by the Engineer.
Three copies of the updated schedule shall be delivered at
such intervals as directed by the Owner.
As a minimum, the construction schedule shall incorporate
all work elements and activities ind'icated in the proposal
and in the technical specifications.
Prior to the final drafting of the detailed construction
schedule, the Contractor shall review the draft schedule
with the Engineer to ensure the Contractor's understanding
of the contract requirements.
The following guidelines shall be adhered to in preparing
the construction schedule:
a. Milestone dates and final project completion
dates shall be developed to conform to time
constraints, sequencing requirements and
completion time.
b• The construction process shall be divided into
activities with time durations of approximately
fourteen (14) days and construction values not to
exceed $50,000. Fabrication, delivery and
submittal activities are exceptions to this
guideline.
C4-4 (4)
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� c. Durations shall be in calendar days and normal
holidays and weather conditions over the duration
of the contract shall be accounted for within the
duration of each activity.
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d. One critical path shall be shown on the
construction schedule.
e. �Float time is defined as the amount of time
between the earliest start date and the latest
start date of a chain of activities of the CPM
construction schedule. Float time is not f or the
exclusive use or benefit of either the Contractor
or the Owner.
f. Thirty days shall be used for submittal review
unless otherwise specified. .
The construction schedule shall as a minimum be divided
into general categories as indicated in the Proposal and
Technical Specifications and each general category shall be
broken down into activities in enough detail to achieve
activities of approximately fourteen (14) days duration.
For each g eneral category, the construction schedule shall
identify all trades or subcontracts whose work is
represented by activities that follow the guidelines of
this Section.
For each of the trades or subcontracts, the construction
schedule shall indicate the following procurements,
construction and preacceptance activities and events in
their logical sequence for equipment and materials.
1.
2.
Preparation and transmittal of submittals.
Submittal review periods.
3. Shop f abrication and delivery.
4. Erection or installation.
5.
6.
7.
Transmittal of manufacturer's operation and
maintenance instructions.
Installed equipment and materials testing.
Owner's operator instruction (if applicable).
8. Final inspection.
C4-4 (5)
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9• Operational testing.
10, Final inspection.
If, in the opinion of the Owner, work accomplished falls
behind that scheduled, the Contracto•r shall take such
action as necessary to improve his progress. In addition,
the Owner may require the Contractor to submit a revised
schedule demonstrating his program and
make up lag in scheduled progress and to insurescompletion
of the work within the contract time. If the Owner finds
the proposed plan not acceptable, he may require the
Contractor to increase the work force, the construction
plant and equipment, the number of work shifts or the
overtime operations without additional cost to the Owner.
Failure of the Contractor to comoly with these requirements
shall be considered grounds for determination by the Owner
that the Contractor is failing to prosecute the work with
such diligence as will insure its completion within the
time specified.
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C4-4 (6)
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PART C - GENERAL
C5-5 CONTROL OF
MATERIALS
SECTION CS-5 CONTROL OF WORK AND MATERIALS
CONDITIONS
WORR AND
CS-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.
promptly.
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
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.
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CS-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 Contract Documents required by
the Engineer during construction wi11 in all cases be
determined by the Engineer and authorized by the Owner by
Change Order. _
CS-5 (1)
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CS-5.3 COORDINATION OF CONTRACT DOCUMENTS: The Contract
Documents are made up of several sections�, which, taken
together, are intended to describe and provide for a complete
and useful project, and any requirements a
the sections is as binding as though it eoccurred in all
g in one of
sections. In case of discrepancies, figured dimension shall
govern over scaled dimensions, plans shal_
specifications, special conditions shall ' g�vern over
conditions and standard specifications�g°Vern over�general
on the plans shall govern over those shown a n utheities shown
The Contzactor shall not take advantage of an Proposal.
or omission in the Contract Documents y aPParent error
permitted to make such corrections �or � n erpretat ons aslmay
be deemed necessary for the fulfillment of the intent of the
Contract Documents. In the event the Contractor discovers an
apparent error or discrepancy, he shall immediately call this
condition to the attention of the En ineer.
conflict in the drawings, specifications In the event of a
the Contract Documents which were not�repor ed prior to the
award of Contract, the Contractor shall be d portions of
quoted the most expensive resolution of the confli� a to ha ve
CS-5.4 COOPERATION OF CONTRACTOR:
furnished with three sets of the ContracteDocuments�andlshall
have available on the site of the project at all times one set
of such Contract Documents.
The Contract shall�give to the work the constant attention
necessary to facilitate the progress thereof and shall
cooperate with the Engineer, his inspector, and other
Contractors in every possible way.
The Contractor shall at all times have competent personnel
available to the project site for proper
work. The Contractor shall provide and maintainmat all times
at the site of the project a competent, En
superintendent and an assistant who are fulZlish-speaking
act as the Contractor's agent on the yworkorized to
superintendent and his assistant shall be capable of reading
and understanding the Contract Documents and shall receive and
fu].fill instructions from the Owner, the Engineer, or his
authorized representatives. Pursuant to this responsibility
of the Contractor, the Contractor shall designate in writing
to the project superintendent, to act as the Contractor's
agent on the work. Such assistant
sha11 be a resident of Tarrant CountProject superintendent
subject to call, as is the � y� Texas and sha11 be
of the da Pro ect Superintendent, at any time
Y or night on any day of the week on which the
Engineer determines that circumstances require the presence on
the project site of a representative of the Contractor to
C5-5 (2)
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traveling public or
' project extends or
„ project routing.
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for the safety or convenience of the
the owners of property across which the
the safety of property contiguous to the
The Contractor shall provide all facilities to enable the
Engineer and his inspector to examine and inspect the
workmanship and materials entering into the work.
C5-5.5 E MERGENCY AND/OR RECTIFICATION WORR: When, in the
opinion of the Owner or Engineer, a condition of emergency
exists related to any part of the work, the Contractor, or the
Contractor through his designated representative, shall
r espond with dispatch to a verbal request made by the Owner or
Engineer to alleviate the emergency condition. Such a
response shall occur day or night, whether 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 discrepancies, 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, plus 25$, from any funds due the Contractor
on the project.
CS-5.6 FIELD OFFICE: The Contractor shall provide, at no
�. extra compensation, an adequate field office for use of the
Engineer, if specifically called for. The field office shall
� be not less than 10 by 14 feet in floor area, substantially
constructed, well heated, air conditioned, lighted, and
' weather-proof, so that documents will not be damaged by the
, elements.
� C5-5.7 CONSTRUCTION STARES: The City, through its Engineer,
will furnish the Contractor with all lines, grades, and
measurements necessary to the proper prosecution and control
� of the work contracted for under these Contract Documents, and
lines, grades and measurements will be established by means of
� stakes or other customary method of marking as may be found
consistent with good practice. �
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CS-5 (3)
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These stakes or markings shall be set sufficient
of construction operations to
markings as ma avoid dela ly in advance
y be established for the y' Such stakes or
guidance shall be preserved b Contractor's use or
authorized by the Engineer toyremove�themctor until
opinion of the En Whenever he is
carelessly or wil�fullr' any stakes or markin S ' in the
the Contractor or y destroyed, disturbed g have been
replacing such sta es or jmarks �Oyees �� or removed by
against the Contractor � the full cost of
P� us 2 5$ wi ll be charged
from payment due the Contrac ore full amount will be deducted
CS-5.8 AUTHORITY AND DUTIES OF
Inspectors will be authorized to ins e�tT Y INSPECTORS.
be done and P all work done• City
all materials furnished, and to
extend to all or any part of the work
Such inspection may
manufacturing of the materials to be and the preparation or
installed. A City Inspector ma used or
report to the Engineer as to thebe Stationed equlpment to be
manner in which it is bein Progress of the work andkthe
that the materials being furnishedeor he workrb an
bY the Contractor fails to fulfill the re y evidence
Contract D eing performed
Contractor to �uments, and to call the quirements of the
any such failure or attention of the
inspection or other infringements.
lack of inspectio� Such
Contractor from any obligation to W111 not
accordance with the requirements relieve the
In case of Perform the work in
any dispute arising between the Contract Documents.
City Inspector as to the materials or Contractor
the manner o£ equipment furn s edtor
h ave authorit Performing the work, the Cit
wor k until the to re j e c t raaterials or y In S Pec tor will
decided b question at issue can beqreferr attosuspend
however y the Engineer. and be
, be authorized to revokee City Inspector will not,
any requirement of these Contract DocumentSnlar e
accept any portion or section of g'°r release
instructions contrar the work � nor to approve or
Documents, Y to the requirementsnor to issue any
He will in no case act as su �f the Contract
f oreman or perform an perintendent or
interfere with the mana ement orties for the
will q Contractor, or
not accept from the Contractorran�On of the work.
f orm for performin y Y compensation in any
and obey the directionsda d i nstructions tractor
or Engineer when the s a m e shall regard
are consisten t of th e C i t y Inspector
o f the Contract Documents With the ob
Contractor o bject to an ' Provide d, however ligations
Inspector. Y orders or instructions� Should the
, the Contractor may within six da S of the City
aPPeal to the Engineer for his decision y make written
controversy, on the
matter in
C5-5 (4)
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�„ 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 accordance with the requirements
of the Contract Documents. If the Engineer so requests, the
� Contractor shall, at any time before acceptance of the work,
` remove or uncover such portion of the finished work as may be
directed. After examination, the Contractor shall restore
� said portions of the work to the standard required by the
Contract •Documents.
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Should the work exposed or examined prove acceptable, the
uncovering or removing and replacing of the covering or making
good of the parts removed shall be paid for as extra work, but
should be work so exposed or examined prove to be
unacceptable, the uncovering or removing and the replacing of
all adjacent defective or damaged parts shall be at the
Con trac tor's expense. No work shall be done or materials used
without suitable supervision or inspection.
CS-5.10 REMOVAL OF DEFECTIVE AND UNAUTHORIZED WORR: All work,
materials, or equipment which has be�en 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
Contrac tor to comply with any order of the Engineer made under
the provisions of this paragraph, the Engineer will have the
authority to cause defective work to be remedied or removed
and replaced and unauthorized work to be removed, and the cost
thereof ma be deducted from any money due or to become due to
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�' the Contractor. Failure to require the removal of any
d ef ective or unauthorized work shall not constitute acceptance
of such works.
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C5-5 . 11 SUBSTIT(JTE MATERIALS OR EQUIPMENT: If the
' Specifications,-law, ordinance, codes or regulations permit
Con trac tor to furnish or use a substitute that is equal to any
material or equipment specified, and if Contractor wishes to
� furnish or use a proposed substitute, he shall, prior to the
preconstruction conference, make written application to
ENGINEER for approval of such substitute certifying in writing
�, that the proposed substitute will perform adequately the
functions called for by the general design, be similar and of
�., equaZ substance to that specified and be suited to the same
use and capable of performing the same function as that
', specified; and identifying all variations of the proposed
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C5-5 (5>
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substitute from that specified and indicating available
maintenance service. No substitute shall be ordered or
in stalled without the written approval of Engineer who will be
the judge of the equality and may require Contractor to
furnish such other data about the proposed substitute as he
considers pertinent. No substitute shall be ordered or
installed without such performance guarantee and bonds as
Owner 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 against the claims, damages, losses
and expenses (including attorneys fees) arising out of the use
of substituted materials or equipment.
CS-5.12 SAMPLES AND TESTS OR MATERIALg; Where, in the opinion
of the Engineer, or as called for in the Contract Documents,
tests of materials or equipment are necessary, such tests will
be made at the expense of and paid f or direct to the testing
agency by the Owner unless otherwise specifically provided.
The failure of the Owner to make any tests of materials shall
be in no way relieve the Contractor of his responsibility of
furnishing materials and equipment fully conforming to the
requirements of the Contract Documents. Tests and sampling of
materials, unless otherwise specified, will be made in
accordance with the latest methods prescribed by the American
Society for Testing Materials or specific requirements of the
Owner. The Contractor shall provide such facilities as the
Engineer may require for collecting and forwarding samples and
shall not, without specific written
Engineer, use the materials represented byP thelsamples until
tests have been made and the materials approved for use. The
Contractor will furnish adequate samples without charge to the
Owner.
In case of concrete, the aggregates, design minimum, and the
mixing and transporting equipment shall be a
Engineer before any concrete is PProved by the
shall be responsible for replacing any aco c r tedwhichCdoescnot
meet the requirements of the Contract Documents. Tests shall
be made at least 9 days prior to the
using samples from the same aggregatela cementf concrete,
which are to be used later in the concrete. Should the source
of suppZy change, new tests shall be ma3e prior to the use of
the new materials.
CS-5.13 STORAGE OF MATERIALS: All materials which are to be
used in the construction operation shall be stored so as to
insure the preservation of the quality and fitness of the work.
When directed by the Engineer, they shal� be
platforms or other hard, clean durable surfacesaand not on�the
CS-S (6)
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ground, and shall
� materials shall b
- prompt inspection.
be piaced under cover when directed. Stored
e placed and located so as to facilitate
' C5-5.14 EXISTING STRUCTURES AND UTILITIES: The location and
�„ dimensions shown on the Plans relative to existing utilities
are bas ed 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 the Owner, and the
Owner assu mes no responsibility for failure to show any or all
such structures and utilities on the plans or to show them in
� their exac t 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 the
pay quantities 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, provision 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 Contractors responsibility to verify locations
�„� � of adjacent and/or conflicting utilities sufficiently in
advance of construction in order that he may negotiate such
.- local adjustments as necessary in the cons�ruction process to
providz adequate clearances. The Contractor shall take all
' necessary precautions in order to protect all existing
utilities, structures and service lines. Verification of
existing utilities, structures and service lines shall include
i�, 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.
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05-5.15 INTERRUPTION OF SERVICE:
a. Normal Prosecution,: In the normal prosectuion of
work where the interruption of service is necessary,
the Contractor, at least 24 hours in advance, shall
be required to:
1. Notify the Water Department's Distribution
Division as to location, time, and schedule of
service interruption.
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Notify each customer personall
responsible personnel as to time and schedule
of the interruption of their service, or
In the event that personal notification of a
customer cannot be made, a prepared.ta
shall be attached to the customer _ g form
door knob. The ta � entrance
composition g shall be durable in
, and in large bold type shall say:
"NOTICE"
Due to Utility Improvement in
your neighborhood, your (water)
(sewer) service will be inter-
rupted on
the hours of between
, and
This inconvenience will be as
short as possible.
Thank you,
Contractor
b.
Address
Phone
Emerqency: In the event that an unforeseen service
interruption occurs, notice shall be as above,but
immediate.
CS-5.16 MUTUAL RESPONSIBILITy pg CONTRACTORS: If, thr
acts or neglect on the part of the Contract�or, an otheh
Contractor or any sub-contractor shall suffer loss or dam r
on the work, the Contractor agrees to settle with such othe
Contractor or sub-contractor b age
such other Y agreement or arbitration. If
Contractor or sub-contractor shall assert any claim
against the Owner on account of any damage alleged to hav
been sustained, the Owner will notify the Contractor
shall indemnify and save harmless the Owner against an S e
claim, � who
y uch
CS-5.17 CLEAN-UP: Clean-u
accumulated on th� job site du�ingutheus and/or waste materials
under these Contract Documents shall be accomplished in
prosecution of the work
keeping with a daily routine established to
satisfaction of the Engineer. Twent the the
written notice is given to the Contractor that the clean-u an
y-fours fours after
the job site is proceeding in a manner unsatisfactory to the
Engineer, if the P
Contractor fails to correct the
C5-5 (g)
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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. Ke
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 the Engineer. The
` Contractor shall thoroughly clean all equipment and materials
installed by him and shall deliver over such materials and
� equipment in a bright, clean, polished and new appearing
condition. No extra compensation will be made to the
Contractor for any clean-up required on the project.
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� C5-5.18 FINAL INSPECTION: Whenever the work provided for in
and contemplated under the Contract Documents has been
�,., •� satisfactorily completed and final cleanup performed, the
� Engineer will notify the proper officials of the Owner and
�"' request that the Final inspection be made. Such inspection
will be made within 10 day� after such notification. After
� such final inspection, if the work and materials 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 time
charge will be made against the Contractor between said date
of notification of the Engineer and the date of final
,� inspection of the work.
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PART C - GENERAL CONDITIONS
C6-6 LEGAL RELATIONS AND PUBLIC
RESPONSIBILITY
L+ SECTION C6-6 LEGAL RELATIONS AND PUBLIC RESPONSIBILITY
C6-6.1 LAWS TO BE OBSER�ED: The Contractor shall at all times
observe and comply with all Federal and State Laws and City
�,' ordinances and regulations which in any way affect the conduct
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 a 11 of
its officers, agents, and employees against any and all claims
or liability arising from or based on the violation of an y
� 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.
L�� C6-6.3 PATENTED DEVICES MATERIALS AND PROCESSES: If the
Contractor is required or c�esires to use any design, device,
s�-° 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
way 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 oi any such
patented design, device, material or process, or any
p► trade-mark or coQy 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 patent 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. _
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C6-6.4 SANITARY PROVISIONS: The Contractor shall establish
and enforce among his employfles such regulations in regard to
cleanliness and disposal of garbage and waste as will tend to
prevent the inception and spread of infectious or contagious
diseases and to effectively prevent the creation of a nuisance
about the work on any property either public or �
suc h regulations as are required by Law shallPbeVate, and
iminediate force and effect by the Contractor. Put 2nto
sanitary conveniences for use of laborers onethe worky
properly secluded from public observation, shall be
c onstructed and maintained by the Contractor and their use
shall be strictly enforced by the Contractor. All such
facilities sha1Z be kept in a clean and sanitary condition,
free from objectionable odors so as not to cause a nuisance.
AIl sanitary laws and regulations of the State of Texas and
the City shall be strictly complied with.
C6-6,5 PUBLIC SAFETY AND CONVENIENCE: Materials or equipment
stored about the work shall be so placed and used, and the
work shall at all times be so conducted
greater obstruction or inconvenience to the publ cCthan is
considered to be absolutely necessary by the Engineer. The
Contractor is required to maintain at all times all phases of
his work in such a manner as not to impair the safety or
convenience of the public, including, but not limited to, safe
and convenient ingress and egress to property contiguous to
the work area. The Contractor shall make adequate provisions
to render reasonable ingress and egress for normal vehicular
traffic, except during actual trenching or pipe installation
operations, at all driveway crossings. Such
include bridging, placement of crushed stone or gravelsor such
other means of providing proper ingress and egress for the
Property served by the driveway as the Engineer may approve as
appropriate. Such other means may include the diversion of
driveway traffic, with specific approval by the Engineer. If
diversion of traffic is approved by the Engineer at any
location, the Contractor shall make arrangements satisfactory
to the Engineer at any location, the Contractor shall make
arrangements satisfactory to the Engineer for the diversion of
traffic, and shall, at his own expense, provide all materials
and perform all work necessary for the construction and
main tenance of roadways and bridges for such diversion of
traffic. Sidewalks must not be obstructed except by special
permission of the Engineer.
T h e materials excavated and the construction materials such as
pipe used in the construction of the work shall be placed so
as not to endanger the work or prevent free access to all fire
hydrants, fire alarm boxes, police call boxes, water valves,
C6-6 (2)
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gas vaZves, 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 whicl� 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.
r,, The Contractor, after approval of the Engineer, shall notify
the Fire Department Headquarters, Traffic Engineer, and P olice
� Department, when any street or alley is requested to be closed
or obstructed or any fire hydrant is to be made inaccessibZe,
" and, when so directed by the Engineer, shall keep any street,
� streets, or highways in condition for unobstructed use by fire
apparatus. The Contractor shall promptly notify the Fire
Department Headquarters when all such obstructed streets,
� alleys, or hydrants are again placed back in service.
Where the Contractor is required to construct temporary
� bridges or make other arrangements for crossing over ditches
- or streams, his responsibility for accidents in connection
with such crossings shall include the roadway approaches as
well as the structures of such crossings.
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The Contractor shall at all times conduct his operation and
the use of construction machinery so as not to damage or
� destroy trees and shrubs located in close proximity to or on
� the site 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 all 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
specifically authorized in writing by the Engineer. A
y�„ reasonable amount of tools, materials, and equipment for
construction purposes may be stored in such space, but no more
than is necessary to avoid delay in the construction
� operations. Excavated and waste materials shall be piled or
stacked 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
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carried on in such menner as�not to interfere with th
operation of trains, loading or unloadin oE e
contractors of the Owner ma g cars, etc. Other
contract, enter upon theywork and PurPoses required by the
Contractor and shall be provided all r aso ablesfaci itbes and
assistance for the completion of adjoinin Wo y-the
additional grounds desired by the Contractor for rk' Any
be provided by him at his own cost and exnP��o his use_shall
C6-6.7 RAILWAY CROSSINGS: When the work encroaches upon an
right_of_Way of any railway, the Cit
necessary easement for the work. Where the rai wayet acks ahe
to be crossed, the Contractor shall observe all the
regulations and instructions of the railwa
methods of perforrning the work and take a 1 precautions for
safety of property and the ubli c.
r a i l w a y companies for p N e g o t ia tions with the
City. The Contractorpshallsgivelthee�atne by and through the
five days prior to the time of his intentionsttoebeginl workhon
that portion of the project which is related to the railwa
properties. The Contractor will not be y
additional compensation for such railway cr ssings tu less
specifically set forth in the Contract Documents,
C6-6.8 BARRICADES, WARNINGS AND WATCHMEN:
carried on in or adjacent to any street �ere the work is
place, the Contractor shall at his own expe selfurnish,p re�tc
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
property and of the work as are necessar Persons or
fences shall be painted in a color that will be visibleaat
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 keep pedestrians away from
from being driven on or into, any work under c nstr c ionlor
being maintained. The Contract o r s h a l l f u r nis h watchmen and
k e e p t hem at their respective assignments in sufficient
numbers to protect the work and prevent accident or damage.
All installations and procedures shall be consistent with the
provisions set forth in the "1980 Texas Manual on Uniform
Traffic Control Devices for Streets and Highways" issued under
the authority of the "State of Texas Uniform
Traffic on Hi hwa s" Act Regulating
Statutes g y� �odified as Article 6701d Veron's Civil
31. � Pertinent sections being Section Nos. 2'7, 29, 30 and
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�.. The Contractor will not remove any regulatory sign,
instructional sign, street name sign, or other sign which has
� been erected by the City. If it is determined that a sign
must be removed to permit required construction, the
Contractor shall contact the Transportation and Public Works
r�.. department, Signs and Markings.Division (phone number
8780-8075), to remove the sign. In the case of regulatory
�� signs, the Contractor must replace the permanent sign with a
temporary sign meeting the re.quirements of the above
referenced manual and such temporazy sign must be installed
�. prior to the removal of the permanent sign. If the temporary
sign is not installed correctly or if it does not meet the
� required specifications, the permanent sign shall be left in
place until the temporary sign requirements are met. When
construction work is completed to the extent that the
'..� permanent sign can be re-installed, the Contractor shall again
contact the Signs and Markings Division to re-install the
permanent sign and shall leave his temporary sign in place
� until such re-installation is completed.
�. The Contractor will be held responsible for a11 damage to the
work or the public due to failure of barricades, signs,
• fences, lights, or watchmen to protect them. Whenever
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
work and materials involved in the constructing, providing,
� and maintaining of barricades, signs, f ences, and lights or
for salaries of watchmen, for the subsequent removal and
disposal of such barricades, signs, or for any other
� incidentals necessary for the proper protection, safety, and
convenience of the public during the contract period, as this
' work is considered to be subsidiary to 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 life or property. The
Contractor shall notify the proper representative of any
� public service corporation, any company, individual, or
utility, and the Owner, not less than`twenty-four hours in
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C6-6 (5)
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advance of the use of any activity which might damage or
endanger their or his property along or adjacent to the work.
Where the use of explosives is to be �
as specified in the Special Contract ocum ntts, �ortthe use cof
explosives is requested, the Contractor shall submit notice to
the Engineer in writing twenty-four h ours
and shall furnish evidence that he has nsurance overagelto
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 b
insurers to the Engineer within ten (10) days afte�nrece pt of
written notice of the claim to the Contractor from either the
City or the claimant. The City shall proceed to give notice
to the Contractor of any such claim.
may be suspended by the Engineer if any complaint is r eceived
and such use shall not be resumed until the cause af the
complaint has been addressed.
Whenever explosives are stored or ke t
in a safe and secure manner and all stora he y Shall be stored
plainly marked "DANGEROUS EXPLOSIVES" g Places shall be
care of a competent watchman at all times . Shall be under the
which explosives are being transported sha�l belplai ly marked
as mentioned above and shall, insof ar as possible, not use
heavy traffic routes.
C6-6.10 WORK WITHIN EASEMENTS:
through, or into Where the work passes over,
private proper�.y, the Owner will provide such
right-of-Way or easement privileges as the City may deem
necessary for the prosecution of the work.
rights-of-way or work area considered necessaadibional
Contractor shall be provided by him at his own ex enSe, y th e
additional rights-of-way or work area shall be acquiredsfor
the benefit of the City. The City shall be notified in
writing as to the rights so acquired before work begins in the
affected area. The Contractor shall not enter u
property for any purpose without havin �°n private
permission from the owner of such ro e� tPreviously obtained
will not be allowed to store equipmen t or material,Con private
property unless and until the specified 'a
property owner has been secured in writing byPthe Cont actor
and a copy furnished to the Engineer. Unless specifically
provided otherwise, the Contractor shall clear all
rights-of_Way or easements of obstructions which must be
removed to make possible proper prosecution of the work as a
part of the project construction operations.
shall be responsible for the preservation ofTandCshallcuse
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� every precaution to prevent damage to a11 trees, shrubbery,
plants, lawns, fences, culverts, curbing, and all other types
• of structures or improvements, to a11 water, sewer, and gas
lines, to all conduits, overhead pole lines, or appurtenances
thereof, including the construction of temporary fences, and
� to all other public or private property along adjacent to the
work.
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The Contractor shall notify the proper representatives of
owners or.occupants of public or private lands or interest in
lands which might be affected by the work. Such notice shall
be made at least 48 hours in advance of the beginning of the
work. Notices shall be applicable 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 sha11 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 expense such property to a condition at least equal to
that existing before such damage or injury was done, by
repairing, rebuilding, or otherwise replacing and restoring as
may be directed by the Owner, or he shall make good such
damages or injury in a manner acceptable to the owner of the
property and the Engineer.
All fences encountered and removed during construction of
� this project shall be restored to the original or a better
than original condition upon completion of this project.
When wire £encing, either wire mesh or barbed wire is to be
crossed, the Contractor shall set cross braced posts on
� either side of permanent easement before the f ence is cut.
Should additional fence cuts be necessary, the Contractor
shall provide cross braced posts at point of the proposed
� cut in addition to the cross braced posts provided at the
permanent easements limits, before the fence is cut.
� Temporary fencing shall be erected in place of th
removed whenever the work is not in progress and
site is vacated overnight, and/or at all times t
�, livestock from entering the construction area. The
fence removal, temporary closures and replacement
° subsidiary to the various items bid in the
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C6-6 (7)
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when the
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cost for
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proposal. Therefore, no separate payment shall be allowed
for any service associated with this work.
In case of failure on the part of the Contractor to restore
such property to make good such damage or injury, the Owner
may, upon 48 hour written notice under ordinary circumstances,
and without notice when a nuisance or hazardous condition
r esults, proceed to repair, rebuild, or otherwise restore such
property'as may be determined by the Owner to be necessary,
and the cost thereby will be deducted from any monies due or
to become due to the Contractor under this Contract.
C6-6.11 INDEPENDENT CONTRACTOR: It is understood and agreed
by the parties hereto that Contiactor shall perform all work
and services hereunder as an independent contractor, and not
as an officer, agent, servant or employee of the Owner.
Contractor shall have exclusive control of and the exclusive
right to control the details of all the work and services
performed hereunder, and all persons performing same, and
shall be solely responsible for the acts and omissions of its
officers, agents, servants, employees, contractors,
subcontractors, licensees and invitees. The doctrine of
respondeat superior shall not apply as between Owner and
Contractor, its officers, agents, employees, contractors and
subcontractors, and nothing herein shall be construed as
creating a partnership or joint enterprise between Owner and
Contractor.
C6-6.12 CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMS:
Contractor covenants and agrees to, and does hereby indemnify,
hold harmless and defend Owner, its officers, agents,
servants, and employees from and against any an all claims or
suits for property damage or loss and/or personal injury,
including death, to any and all persons, of whatsoever kind or
character, whether real or asserted, arising out of or in
connection with, directly or indirectly, the work and services
to be performed hereunder by Contractor, its officers, agents,
employees, contractors, subcontractors, licensees or invitees,
whether or not caused, in whole or in part, by alleged
negligence on the part of officers, agents, servants,
employees, contractors, subcontractors, licensees and invitees
of the Owner; and said Contractor does hereby covenant and
ag ree to assume all liability and responsibility of Owner, its
officers agents, servants and employees for property damage or
loss, and/or personal injuries, including death, to any and
all persons of whatsoever kind or character, whether real or
asserted, arising out vf or in connection with, directly or
indirectly, the work and services to be performed hereunder by
Contractor, its officers, agents employees, contractors,
subcontractors, licensees and invitees, whether or not caused,
C6-6 (8)
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in whole or in part, by alleged negligence of officers,
agents, servants, employees, contractors, subcontractors,
licensees or invitees of the Owner. Contractor likewise
covenants and agrees to, and does hereby, indemnify and hold
harmless Owner from and against any and all injuries,loss or
damages to property of the Owner during the performance of any
of the terms and conditions of this Contract, whether arising
out .of or in connection with or resulting from, in whole or in
part, any and all alleged acts or omissions of officers,
agents, servants, employees, contractors, subcontractors,
licenses, or invitees of the 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 Water 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 settled
and a release has been obtained from the claimant involved.
If the claim concerned remains unsettled as of the expiration
�� of the above 30-day period, the Contractor may be deemed to be
� entitled to a semi-final payment for work completed, such
semi-final payment to be in an amount equal ta the total
�,,,,, d'ollar amount then due less the doZlar value of any written
claims pending against the Contractor arising out of the
� performance of such work, and such semi-final payment may then
be recommended by the Director.
� The Director shall not recommend final payment to a Contractor
against whom such a claim for damages is outstanding for a
� period of six months following the date of the acceptance of
the work performed unless the Contractor submits evidence in
writing satisfactory to the Director that:
� 1. The claim has been settled and a release has been
- obtained from the claimant involved, or
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2. Good faith efforts have been made to settle such
outstanding claims, and such good faith efforts
have failed.
If condition (1) above is met at any time within the six month
period, the Director shall recommend that the final payment to
the Contractor be made. If condition (2) above is met at any
time within the six month period, the Director may recommend
that the final payment to the ContraEtor be made. At the
C6-6 (9)
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expiration of the six month period the Director may recommend
that final payment be made if ali other work has been
performed and all other obligations of the Contractor have
been met to the satisfaction of the Director.
The Dir ector�may, if he deems it appropriate, refuse to acce t
bids on other Water Department Contract.work from a Contractor
against whom a claim for damages is outstanding as a result of
work perf�ormed under a City contract.
C6-6.13 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 statement to the Engineer, setting out in detail the
nature of the alleged damage, and on or beFore the 25th day of
the month s ucceeding that in which any such damage is claimed
to have been sustained, the Contractor shall file with the
Engineer an itemized statement of the details and amount of
such alleged damage and, upon request, shall give the Engineer
access to all books of account, receipts, vouchers, bills of
Zading, and other books or papers containing any evidence as
to the amount of such alleged damage. Unless such statements
shall be £iled as hereinabove required, the Contractor's claim
f or compensa tion shall be waived, and he shall not be entitled
to payment on account of such damages.
C6-6.14 ADJUSTMENT OR RELOCATION OF PUBLIC UTILITIESS ETC.:
In case it is necessary to change, move, or alter in any
manner the property of a public utility or others, the said
property shall not be moved or interfered with until orders
thereup on have been issued by the Engineer. The right is
reserved to the owners qf public utilities to enter the
geographical limits of the Contract for the
such changes or repairs to their proper tyr that mayklbe
necessary by the performance of this contract.
C6-6.I5 TEMPORARY SEWER AND DRAIN CONNECTIONS: When existing
sewer lines have to be taken up or removed,�the Contractor
shall, at his own expense and cost, provide and maintain
temporary outlets and connections for all private or public
drains and sewers, The Contractor shall also take care of all
sewage and drainage which will be received from these drains
and sewers , and for this purpose he shall provide and
maintain, at his own cost and expense, adequate pumping
facilities and temporary outlets or diversions.
The Contractor, at his own cost and exoense, shall construct
such troughs, pipes, or other structures necessary, and be
prepared at all times to dispose of�drainage and sewage
C6-6 (10)
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received from these temporary connections until such times as
r 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. All water, sewage,
� and other waste shall be disposed of in a satisfactory manner
so that no nuisance is created and so that the work under
construction will be adequately protected.
� C6-6.16 ARRANGEMENT AND CHARGES FOR WATER FURNISHED BY THE
CITY: When the Contractor desires to use City water in
�' connection with any construction work, he shall make complete
and satisfactory arrangements with the Fort Worth City Water
Department for so doing.
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City water furnished to the Contractor shall.be delivered to
the Contractor from a connection on an existing City main.
Al1 piping required beyond the point of delivery shall be
installed by the Contractor at his own expense.
Th e 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.
� Wh en 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
I� 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 WORR: 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 Engineer, and such
usage shall not be held to be in any way an acceptance of said
�"" work or structure or any part thereof or as a waiver of any of
the provisions of these Contract Documents. A11 necessary
repairs and removals of any section of the work so put into
use, due to defective materials or workmanship, equipment, or
� to deficient operations on the part of the Contractor, shall
be performed by the Contractor at his own expense.
�' C6-6.18 CONTRACTOR'S RESPONSIBILITY FOR THE WORR: Until
written acceptance by the Owner as provided for in these
Contract Documents, the work shall be under the charge and
�"" care of the Contractor, and he sha11 take every necessary
, precaution to prevent injury or damage to the work or any part
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thereof by action of the elements �
whatsoever, whether arising from the execution or�non xe `
of the work. Y cause
and make good at his ownrexpense alllineurild' re air cution
J les or damage to �an � �
portion of the work occasioned by any of the hereinab y �
causes.
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C6-6.19 NO WAIVER OF LEGAL RIGHTS: Inspection by the En •
or any or�der by the Owner by payment of mone
for or acceptance of any work, or an 9ineer
y or any payment
any possession taken by the City shall not operatenasf a waiver
°f anY provision of the Contract Documents.
breach or Contract shall not be held to be a waiverr of any
other or subsequent breach, of an y
The Owner reserves the right to correct any error that
discovered in any estimate that ma may be
adjust the same to meet the requirementseof Phed and to
Documents. Contract
C6-6.20 PERSONAL LIABILITY OF PUBLIC OFFICIAI,S; �
out the provisions of these Contract Documents arrying �"'
exercising any power of authorit
shall be no liability upon the authorizedea epresentat o r in
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the Owner, either ives of �
personally or otherwise as they are agents
and representatives of the City,
C6-6.21 STATE SALES TAX; ' T 1
Fort Worth, an organization Whl�h ract awarded by the City of
pursuant the provisions of Artic1eu20?04es for exemption
Limited Sales, excise, and t7se Tax Act, the�Contracto Texas ,�I
purchase, rent or lease all materials, Su �
used or consumed in the r may �+
pplies and equipment
issuing to his su Performance of this contract by
the tax PPZier an exemption certificate in lieu of �
, said exemption certif icate to com �
Comptroller's Ruling .p07. Any such exemptpon e ifi�ate
issued by the Contractor in �. i e u o f t h e t a x s ha ll be
t o a n 3 s h a l l compl y with t h e p r o v i s i o ns o f State Com tr a t e �
Ruling .011 subject
r u l i n S � and an y ot h e r a p p l i c a b le S tate p° l l e r' s
g pertainin g t o t h e T e x a s L i m i te d Sales �O� P� r o l l e r
T a x Ac t. Excise, and Use
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On a contract awarded by a developer for the construction of
publicly-oWned improvement in a street right-of_Wa a
easement which has been dedicated to the Y or other �
oi Fort Worth, an organization which Public and the City
pursuant to the provisions of Artic le Ol04eS for exemption
limited Sales, Excise, and Use Tax Act the�g� °f the Texas A
probably be exempted in the same manner stated boveractor c an
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C6-6 (12) �
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Limited.Sale, Excise and Use Tax permits an�. information can
�" be obtained from:
Comptroller of Public Accounts
� Sale Tax Division
� Capitol Station
Austin, TX
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C6-6 (13)
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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
r„ 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. All transactions of the Engineer
will be with the Contractor. Subcontractors will be
�, considered only in the capacity of employees or workmen of the
Contrac tor 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
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or by a superintendent or other designated representatives.
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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, br otherwise dispose of the contract
�"' or his right, title, or interest therein or any part thereof,
, to any person or persons, partnership, company, firm, or•
corporation, or does by bankruptcy, voluntary or involuntary,
�- 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 complete 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
Engin eer in five or more copies, if requested by the Engineer,
r, a progress schedule preferably in chart or diagram f orm, or a
brief outlining in detail and step b.y step the manner of
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C7-7 (1)
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prosecuting the work and ordering materials and equipment
which he expects to follow in order to complete the project in
the scheduled time. There shall also be submitted a table of
estimated amounts to be earned by the Contractor during each
monthly estimate period.
The Contractor shall commence the work to be performed under
this contract within the time limit stated in these Contract
Document�s and shall conduct the work in a continuous manner
and with sufficient equipment, materials, and labor as is
necessary to insure its completion within the time limit.
The sequence requested of all construction operations shall be
at all times as specified in the Special Contract Documents.
Any deviation from scuh sequencing shall be submitted to the
Engineer for his approval. Contractor shall not proceed with
any deviation until he has received written approval from the
Engineer. Such specification or approval by the Engineer
shall not relieve the Contractor from the full responsibility
of the complete performance of the Contract.
The contract time may�be changed only as set forth in Section
C7-7.8 "Extension of Time of Completion" of this Agreement,
and a progress schedule shall not constitute a change in the
contract time.
C7-7.4 LIMITATIONS OF OPERATIONS: The working operations
shall at all times be conducted b� the Contractor so as to
create a minimum amount of inconvenience to the public. At
any time when, in the judgment of the Engineer, the Contractor
has obstructed or closed or is carrying on operations in a
portion of a street or public way greater than is necessary
for the proper execution of the work, the Engineer may require
the Contractor to finish the section on which operations are
in progress before the work is commenced on any additional
section or street. �
C7-7.5 CHARACTER OF WORRMEN AND EQUIPMENT: Local labor shall
be used by the Contractor is available. The Contractor may
bring in from outside the City of Fort Worth his key men and
his superintendent. All other workmen, including equipment
operators, may be imported only after the local supply is
exhausted, The Contractor shall employ only such
superintendents, foremen, and workmen who are careful,
competent, and fully qualified to perform the duties or tasks
assigned to them, and the Engineer may demand and secure the
summary dismissal of any person or persons employed by the
Contractor in or about or on the work who, in the opinion of
the Owner, shall misconduct himself or be found to be
incompetent, disrespectful, intemperate, dishonest, or
C7-7 (2)
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performance of his or their duties, or who neglects or refuses
� to comply with or carry out the directions of the Owner, and
such person or persons shall not be employed again thereon
without written consent of the Engineer.
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All workmen sha11 have sufficient skill, ability, and
experience to properly perform the work assigned to them and
operate•any equipment necessary to properly carry out the
performance of the assigned duties.
T he Contractor shall furnish and maintain on the work all such
equipment as is considered to be necessary for prosecution of
t he wo rk in an acceptable manner and at a satisfactory rate of
progress. Al1 equipment, tools, and machinery used for
handling materials and executing any part of the work shall be
subject to the approval of the Engineer and shall be
maintained in a satisfactory, safe and efficient working
condition. Equipment on any portion of the work shall be such
that no injury to the work, workmen or adjacent property will
result from its use.
C7-7.6 WORK SCHEDULE: Elapse3 working days shall be computed
starting with the first day of work completed as defined in
C1-1.23 "WORKING DAY" or the date stipulated in the "WORR
08DER" for beginning work, whichever comes first.
Nothing in these Contract Documents shall be construed as
� prohibiting the Contractor from working on Saturday, Sunday or
Leg al Holidays, providing that the following requirements are
met:
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a. A request to work on a specific
Legal Holiday must be made to the
than the proceeding Thursday.
Saturday, Sunday or
Engineer no later
b. Any work to be done on the project on such a
specific Saturday, Sunday or Legal Aoliday must be,
in the opinion of the Engineer, essential to the
timely completion of the project.
The Engineer's decision shall be final in response to such a
request for approval to work on a specific Saturday, Sunday or
Legal Holiday, and no extra compensation shall be allowed to
the Contractor for any work performed on such a specific
Saturday, Sunday or Legal Holiday.
Calendar Days shall be defined in C1-1.24 and the Contractor
may work as he so desires.
C7-7 (3)
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C7-7•7 TIME OF COMMENCEMENT AND COMPLETION:
shall commence the working operations within thertime
specified in the Contract�Documents and set forth in the Work
Order. Failure to do so shall be considered by the Owner as
abandonment of the Contract by the Contractor and the Owner
may proceed as he sees fit.
The Contractor shall maintain a rate of progress such as will
insure th�at the whole work will be performed and the premises
cleaned _up in accordance with the Contract Documents and
within the ti�e established in such documents and such
extznsion 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 complPtion shall be considered
only when the request for such extension is submitted in
writing to the Engineer within seven days from and after the
time alleged cause of delay shall have occurred. Should an
extension of the time of completion be requested such request
will be forwarded to the City Council for approval .
In adjusting the contract time for completion of work,
consideration will be given to unforseeable causes beyond 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, fire, flood, tornadoes, epidemics,
quarantine restrictions, strikes, freight embargoes, or delays
of sub-contractors due to such causes,
When the date of completion is based on a calendar day bid, a
request for extension of time because of inclement weather
will not be considered. A request for extension of time due
to inability to obtain supplies and materials will be
considered only when a review of the Contractor's purchase
order dates and other pertinent data as requested by the
Engineer indicates that the Contractor has made a bonafide
attempt to secure delivery on schedule.
efforts to obtain the 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 materials in greater amounts or
quantities than those set forth in the approved Contract
Documents, then the contract time may be increased by Change
Order.
C7-7.9 DELAYS: The Contractor
for de1ays or hindrances to the
unavoidable extra cost to the
failure of the City to provide
shall receive no compensation
work, except when direct and
Contractor is caused by the
information or material, if
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any, which is to bE: furnished by the City. When such extra
compensation is claimed a written statement thereof shall be
presented by the Contractor to the Engineer and if by him
found correct shall be approved and referred by him to the
Council fvr final approval or disapproval; and the action
thereon by the Council shall b� final and binding. If delay
is caused by specific orders given by the Engineers to stop
work, or by the performance of extra work, or by the failure
of the City to provide material or necessary instructions for
carrying on the work, then such delay will entitle the
Contractor to an equivalent extension of time, his application
for which shall, however, be subject to the approval of the
City Council; and no such extension of time shall release the
Contractor or the surety on his performance bond from all his
obligations hereunder which shall remain in full force until
the discharge of the contract.
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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 f ully complete this contract or the time of completion will
be specified by the City in the Proposal section of the
'"' contract documents.
~' The number of days indicated shall be a realistic estimate of
Ir� the time required to complete the work covered by the specific
contract being bid upon. The amount of time so stated by the
successful bidder or the City will become the time of
� completion specified in the Contract Documents.
For each calendar day that any work shall remain uncompleted
after thz time specified in the Contract Documents, or the
increased time granted by the Owner, or as automatically
increased by additional work or materials ordered after the
co n tract is signed, the sum per day given in the following
schedule, unless otherwise specified in other parts of the
Contract Documents, will be deducted from monies due the
Contractor, not as a penalty, but as liquidated damages
suff ered by the Owner.
AMOUNT OF CONTRACT
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Less than $ 5,000
$ 5,001 to $ 15,000
$ 15,001 to $ 25,000
$ 25,�01 to $ 50,000
$ 50,001 to $ 100,000
$ 100,001 to $ 500,000
C7-7 (5)
inclusive $
inclusive $
inclusive $
inclusive $
inclusive $
-inclusive $
35.00
45.00
63.00
105.00
154.00
210.00
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s soo,00l to
$1,000,001 to
$2,000,001 and over
$1,000,000
$2,000,000
inciusive $ 315.00 �
inclusive $ 420.00
$ 630.00
The parties hereto understand and agree that an
City caused by the Contractor's dela Y harm to the
hereunder in the time specified by ln completin
would be incapable or ver Y the ContractgDocuments
and that•the ^ Y.difficult of accurate estimation,
Amount of Liquidated Dama es R
out above, is a reasonable forecast of just compensatio
the City for harm caused b g Per Day , as set
y any delay, n due
C7-7.11 SUSPENSION BY COURT ORDER: The Con
suspend operations on such part or tractor shall
by anY court, and will not bePentitledhtoWOrk ordered
compensation by virtue of such court order, additional
be liable to the City in the event the work is sus en
Neither will he
Court Order. Neither will the Owner be p ded by a
Contractor by virtue of an Iiable to the
the Owner is not solely resp n iblet Order or action tor which
C7-7•12 TEMPORARY SUSPENSION:
to suspend the work operatian wholl ner shall have the right
period or periods of time as he ma y�r in part for such
unsuitable weather conditions or y deem necessary due to
conditions which in the opinion of the Owner or Engineer c
any other unfavorable
,further prosecution of the work to be unsatisfac
detrimental to the interest of the ause
suspension of work covered by this contra t tory or
the Owner will make no extra � During temporary
construction equipment and/or constructlon °r'standaby reason,
y time of
crews.
If it should become necessar
indefinite period, the Contractor shall store all mate .f or an
such manner that they will not obstruct or impede the u
unnecessarily nor become damaged in any way, and he rlals in
every precaution to P blic
work Prevent damage or deteriozationloftthe
performed; he shall provide suitable draina e
work, and erect temporary structures where necessa�y.about the
Should the Contractor not be able to com
project due to causes beyond the controll f and without
fault or negligence of the Contractor as p��tion of the
Paragraph C7-7,g the
EXTENSION OF THE TIME OF COMPLETIpNth Zn
should it be determined by mutual consent of the Contr
and the Enqineer that a solution to allow constru�ti� and
proceed is actor
then the Cont�actor aybbe reimbursedefor able �n to
his e the cost�of moving
quipment off the job and returnin
equipment to the job when it is determinedgbthe necessary
y the Engineer
C7-7 (6)
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that const�uction may be resumed. Such reimbursement shall be
r based on actual cost to the Contractor of moving the equipment
and no orofit will be allowed.
- No reimbursement shall_be allowed if the equipment is moved to
� another construction project for the City of Fort Worth.
The Contractor shall not suspand wcrk without written notice
� from the�Engineer and shall proceed with the work operations
promptly when notified by the Engineer to so resume
operations.
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C7-7.13 TERMINATION OF CONTRACT DUE TO NATIONAL EMERGENCY:
Whenever, because of National Emergency, so declared by the
President of the United States or other lawful authority, it
becomes impossible for the Contractor to obtain all of the
necessary labor, materials, and equipment for the prosecution
of the work with reasonable continuity for a period of two
months, the Contractor shall within seven days notify the City
in writing, giving a detailed statement of the efforts which
have been made and listing all necessary items of labor,
materials, and equipment not obtainable. If, after
investigations, the Owner finds that such conditions existing
and that the inability of the Contractor to proceed is not
attributable in whole or in part to the fault or neglect of
the Contract, then if the Owner cannot after reasonable effort
assist the Contractor in procuring and making available the
necessary labor, materials and equipment within thir-ty days,
the Contractor may request the Owner to terminate the contract
and the Owner may comply with the request, and the termination
shall be conditioned and based upon a final settlement
mutually acceptable to both the Owner and the Contractor and
final payment shall be made in accordance with the terms of
the agreed settlement, which shall 'include, but not be limited
to, the payment for all work executed but no anticipated
profits on work which has not been performed.
C7-7.14 SUSPENSION OR ABANDONMENT OF THE WORR AND ANNULMENT OF
CONTRACT: The work operations on all or any portion or
section of the work under Contract shall be suspended
immediately on written order of the Engineer or the Contract
may be declared cancelled by the City Council for any good and
sufficient cause. The f ollowing, by way of example, but not
of limitation, may be considered grounds for suspension or
cancellation:
a. Failure o
operations
Order issued
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within the time specified in the Work
by the Owner.
C7-7 (7)
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b. Substantial evidence that progress of the work
operations by Contractor is insufficient tv
complete the work within the specified time.
c. Failure of the Contractor to
sufficient labor and equipment
the working operations.
provide and maintain
to properly execute
d. ' Substantial evidence that the Contractor has
abandoned the work:
e. Substantial evidence that the Contractor has become
insolvent or bankrupt, or otherwise financially
unable to carry on the work satisfactorily.
f. Failure on the part of the Contractor to observe
any requirements of the Contract Documents or to
comply with any orders given by the Engineer or
Owner provided for in these Contract Documents,
g. Failure of the Contractor promptly to make good any
defect in materials or workmanship, or any defects
of any nature the correction of which has been
directed in writing by the Engineer or the Owner.
h. Substantial evidence of collusion for the purpose
of illegally procuring a contract or perpetrating
fraud on the City in the construction of work under
contract.
i• A substantial indication that the Contractor has
made an unauthorized assignment of the contract or
any funds due therefrom for the benefit of any
creditor or for any other purpose.
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If the Contractor shall for any cause whatsoever
not carry on the working operation in an acceptable
manner.
If the Contractor commences legal action against
the Owner.
A copy of the suspension order or action of the City Council
shall be served on the Contractor's Sureties. When work is
suspended for any cause or causes, or when the contract is
cancelled, the Contractor shall discontinue the work or such
part thereof as the Owner shall designate, whereupon the
Sureties may, at their option, assume the contract or that
portion thereof which the Owner has ordered the Contractor to
discontinue, and may perform the same or may, with the written
C7-7 (8)
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� consent of the Owner sublet the work or that ortion of the
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�„ work as taken over, provided however, that the Sureties shall
exercise their option,.if at all, within two weeks after the
written notice to discontinue the work has been served upon
the Contractor and upon the Sureties or their authorized
agents. The Sureties, in such event shall assume the
� Contractor's place in all respects, and shall be paid by the
Owner for all work performed by them in accordance with the
t er ms of the Contract Documents. All monies remaining due the
� Contractor at the time of this default shall thereupon become
due and payable to the Sureties as the work progresses,
� subject to all of the terms of the Contract Documents.
M I n case the Sureties do not, within the hereinabove specified
time, exercise their right and option to assume the contract
�' responsibilities, or that portion thereof which the Owner has
�,., ordered by the Contractor to discontinue, then the Owner shall
have the power to complete, by contract or otherwise, as it
may determine, the work herein described or such part th ereof
� as it may deem necessary, and the Contractor hereto agrees
that the Owner shall have the right to take possession of and
�,,, use any materials, plants, tools, equipment, supplies, and
property of any kind provided by the Contractor for the
� purpose of carrying on the work and to procure other tools,
equipment, materials, labor and property for the completion of
�`1 the work, and to charge to the account of the Contractor of
j�„` said contract expense for labor, materials, tools, equipment,
and all expenses incidental thereto. The expense so charged
shall be deducted by the Owner from such monies as may be due
� or may become due at any time thereafter to the Contractor
under and by virtue o� the Contract or any part thereof. The
Owner sha11 not be required to obtain the lowest bid for the
�� work completing the contract, but the expense to be deducted
• shall be the actual cost of the owner of such work.
"`� In case such expenses shall exceed the amount which would have
�„ been payable under the Contract if the same had been completed
by the Contractor, then the Contractor and his Sureties shall
� pay the amount of such excess to the City on notice from the
Owner of the excess due. When any particular part of the work
is being carried on by the Owner by contract or otherwise
under the provisions of this section, the Contractor shall
� continue the remainder of the work in conformity with the
terms of the Contract Documents and in such a manner as to not
hinder or interfere with performance of the work by the Owner.
� C7-7.15 FULFILLMENT OF CONTRACT: The Contract will be
considered as having been fulfilled, save as provided in any
� bond or bonds or by law, when all the work and all sections or
parts of the project covered by the Contract Documents have
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C7-7 (9)
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been finished and completed, the final inspection made b
Engineer, and the final acceptance and final Y the
the Owner. . _ payment made by
C�-7.16 TERMINATION FOR CONVENIENCE OF THE Oy�TNER: ��
A• - NOTICE OF TERMINATION: The performance of the �work
• under this contract may be terminated by the Owner
in whole, or from time to
accordance with this section tl�e in part; in
shall determine that such termination iseinwthe
best interest of the Owner. Any such termination
shall be effected by mailin
termination to the Contractor specifg a n o t i c e o f
to which performance of work underythe c ntracteis
terminated�, and the date
termination becomes effective P�n w hich such
notice shall be deemed conclusiveZReceipt of the
established when the letter is y Presumed and
States Mail by the Owner, Placed in the United
deemed conclusivel Further, it shall be
such termination is m deewith �u t causebasstherein
stated; and no proo f i n a n y c l a i m, demand or suit
s ha l l be required of the Owner regardirig such
discretionary action,
B- CONTRACTOR ACTION: After receipt of a notice of
termination, and �except as otherwise directed by
the Engineer, the Contractor sha11:
1• Stop work under the contract on the date and
to the extent specified in the notice of
termination;
2• place no f urther orders or subcontracts ior
materials, services or facilities except as
may be necessary for completion of such
portion of the work under the contract as is
not terminated;
3.
4.
terminate all orders and subcontracts to the
extent that they relate to the performance of
work terminated by the notice of termination;
transfer title to the Owner and deliver in
the manner, at the times, and to the extent,
if any, directed by the Engineer:
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the fabricated or unfabricated parts,
work in process, completed work,
supplies and other material produced as
a part of, or acquired in connection
with the performance of, the work
terminated by the notice of
termination; and
the completed, or partially completed
plans, drawings, information and other
property which, if the contract had
been completed, would have been
required to be furnished to the awner.
complete
as shall
notice of
performance of such part of the work
not have been terminated by the
termination; and
6. take such action as may be necessary, or as
the Engineer may direct, for the protection
and preservation of the property related to
its contract which is in the possession of
the Contractor and in which the Owner has or
may acquire the rest.
�C At a time not later than 3� days after the
termination date specified in the notice of
termination, the Contractor may submit to the
� Engineer a list, certified as to quantity and
gual i ty, of any or all items of termination
inventory not previously disposed of, exclusive of
� items the disposition of which has been directed or
authorized by the Engineer. Not later than 15 days
thereafter, the Owner shall accept title to such
items provided, that the list submitted shall be
� subject to verification by the Engineer upon
removal of the items or, if the items are stored,
within 45 days from the date of submission of the
'�"'' list, and any necessary adjustments to correct the
, list as submitted, shall be made privr to final
settlement.
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C. TERMINATION CLAIM: Within 60 days after notice of
termination, the Contractor shall submit his
termination claim to the Engineer in the form and
with the certification prescribed by the Engineer.
Unless one or more extensions in writing are
granted by the Owner upon request of the
Contractor, made in writing within such 60-day
period or authorized extension thereof, any and all
such claims sha1Z be conclusively deemed waived.
� C7-7 (11)
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�• AMOUNTS:- Subject.to the
��-�•16��), the Contractor and prOvisions of Item
the whole or any part of the �Wner may agree upon
be paid to the Contractor b amount or amounts to
partial termination of workson of the total or
provided, that such agreed amountPursuant hereto;
never exceed the total contract °r amounts shall
• the amount of payments otherwisee as reduced by
- further reduced b made and
terminated, y�the .contract as
The contract Price of work not
accordingly, and the Contractorhall be amended
agreed amount, No amount shall besduelfor P os t�h�
anticipated profits,
hereafter, prescribing the mount to be C�-�•16(E)
Contractor in the event Paid to the
Contractor b of fa.ilure of the
pursuant to this a ection the termination of work
restrict or � shall be deeme d to limit,
amount or amountsrwhichdmatermine
or affect the
paid to the Contractor pursu n b to g hesd uPon to be
E• FAILURE TO AGREE: Paragraoh.
the Contractor and the OwnerVto t°f the failure of
in C7-7,16 tD) upon the whole amountetosbe rovided
the Contractor by reason of the termination ofa ork
pursuant to this section the Owner shall determine,
on the basis of information available to it, the
amount, if any, due to the Contractor b
the termination and shall Y reason of
amounts determined. Pay to the Contractor the
lost or anticipated profitsamount shall be due for
F.
G.
DEDUCTIONS• In arrivin
contractor��under this sectlOn he amount due the
deducted (a) all unliquidated� there shall be
payments on account theretoforevance or other
Contractor, applicable to the terminatedde to th e
this contract; (b) any claim w Portion of
have against the hich the Owner r�ay
contract• Contractor in connection with this
, and (c) the agreed price for, or the
proceeds of sale of, any materials
other things kept by the ContractoruPplies or
pursuant to the provisions of this clauser sold,
otherwise recovered by or credited to the Ownera not
ADJUSTMENT: If the termination
partial, pri�r to the settlement of hereun der be
portion of this contract the terminated
with the Engineer a requesh� innwritingmfor lan
C7-7 (12)
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equitable adjustment of the price or prices
specified in the contract relating to the continued
portion of the contract (the portion not terminated
by the notice of termination), such equitable
adjustment as may be agreed 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 ths rights which the
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 f or default
or breach of contract by Contractor.
�"' C7-7.17 SAFETY METHODS AND PR.ACTICES: The Contractor shall be
, responsible for initiating, maintaining, and supervising all
safety precautions and programs in connection with the work at
a11 times and shall assume all responsibilities for their
v..
` enforcement.
The Contractor shall
� laws, ordinances, and
property from injury,
with the work.
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comply with federal, state,
regulations so as to protect
including death, or damage in
C7-7 (13)
and local
person and
connection
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PART C - GENERAL CONDITIONS
C8-8 MEASUREMENT AND PAYMENT
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SECTION C8-8 MEASUREMENT AND PAYM�NT
C8-8.1 MEASUREMENT OF QUANTITIES: The determination o`
� quantities of work performed by the Contractor and authorize�?
by the Contract Documents acceptably completed under the term:;
of the Contract Dvcuments shall be made by the Engineer, bas ec
'^ on measurements made by the Engineer. These measurements wil?
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.
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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, finishedr 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 represent the total cost f or
the Contractor to furnish all labor, tools, materials,
machinery, equipment, appurtenances, and all subsidary work
�� necessary for the construction and completion of all the work
to provide a complete and f unctional item as detailed in the
Special Contract Documents and/or Plans.
� C8-8.4 SCOPE OF PAYMENT: The Contractor shall receive and
acceQt the compensation, as herein provided, in full payment
for furnishing all labor, tools, materials, and incidentals
� for performing all work contemplated and embraced under these
Contract Documents, for all loss and damage arising out of the
nature of the work or from the action of the elements, for any
f►�± unforeseen de�ects or obstructions which may arise or be
_ encountered during the prosecution of_the work at any time
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C8-8 (1)
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before its final acceptance by the Owner
in paragraph CS-5.14) for all risks of whatevertdes Provided �
connected with the �"'
incurred b Prosecution of the work cription
y or in consequence of suspension ' for all expense
of such prosecution of the workin °r discontinuance �
specified, or any and all infrin °Perations as herein
trademarks, �opyri hts gements of
completeing the work in an�acce tableemannerservations a t e n t s,
terms of•the Contract DocumentsP � and for �
according to the
accept ncenof�t any current or � �
he work b Partial estimate prior to final
an acknowledgment of the acceptancesoflthenworkWam �
equi ment Y constitute
of the Contractorato zeyapre7udice or affect the obligations
�
own and P , correct, renew, or replace at his �
proper expense any deFects or imperfections in the
construction or in the strength or qualit
used or equipment or mach.iner Y of the material
construction of the work under contracts nd its �r about the �
or any damage due or attributed to such defectS enances,
defects, imperfection
or before the final in pectiogn and acceptancediscove ed on �
during the one q of work or
The Owner shalla be uthen Soperl ua after final acceptance.
imperfections, or damage, and the C ntractor shalldbe e c t s, �
to the Owner for failure t o c o r r e c t t he same as �
herein. � liable
provided r�
C8-8•5 PARTIAL ESTIMATES AND RETAINAGE: Between the ls
5th day of each month the Contractor �shall submit
Engineer a statement showing an estimate of the � t and
work done during the previous month, or estimate �O the
the Contract Documents, alue of the
month the Engineer shall veriflater than the lOth da d under
found to be acceptable and the value of worke' and lf �lt tis
the last partial payment was made exceeds one hundred ed since
($100.00) in amount, 90$ of such estimated sum will be dollars
the Contractor if the total contract amount is
$400,000 paid to
Contractor if the$ t taiucontr ct amount uls Wlll be l�ss than
within twenty-five (25) days after the regula��e00pp°rd to the
The City will have the option of 9reater
furnished b lmate period.
y the City. The preparing estimates on forms
acceptable nonperishable materialsadel i e ed toathemwork whi
are to be Y include
incorporated i n t o t h e w o r k� a s a c h
t h e r e o f, b u t w hich at the the time of the estimatenhav
been installed, part
85� of (such payment will be allowed on a basisnof
the net invoice value thereof.) The Contractor shall
f urnish the Engineer such information as,he may request t
o aid
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C8-8 (2)
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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 partial monthly estimates
and payment will be subject to correction in the estimate
� render�d following the discovery of an error in any previous
estimate,and such estimate shall not, in anv 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
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responsibilities under the Contract Documents.
T he City reserves the right to withhold the paymeht 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 operations is not in accordance with the
� requirements of the Contract Documents.
" C8-8.7 FINAL ACCEPTANCE: Whenever the improvements provided
„ for by the Contract Documents shall have been completed and
� all requirements of the Contract Documents shall have been
�-- fulfilled on the part of the Contractor, the Contractor shall
notify the Engineer in writing that the improvements are ready
� for the final inspection. The Engineer shall notify the
appropriate officials of the Owner, will within a reasonable
time make such final inspection, and if the work is
satisfactory, in an acceptable condition, and has been
� completed in accordance with the terms of the Contract
Documents and all approved modifications thereof, the Engineer
wi11 initiate the processing of the final estimate and
� recommend final acceptance of the project and final payment
therefor as outlined in C8-8.8 below.
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C8-8.8 FINAL PAYMENT: Whenever all the improvements provided
for by the Contract Documents and all approved modifications
thereof shall have been completed and all requirements of the
Contract Documents have been fulfilled on the part of the
Contractor, a final estimate showing the value of the work
will be prepared by the Engineer as soon as the necessary
measurements, computations, and checks can be made.
All prior estimates upon which payment has been made are
subject to necessary corrections or revisions in the final
payment.
CS-8 ( 3 )
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The amount of the final estimate, �
any sum that have been deducted orsSretained under
provisions of the Contract Documents, will be payments and
Contractor within 60 days after final acceptance b t� e
on a proper resolution of the Cit paid to the �
Contractor has furnished to the Owner a 1'sfactor y the Owner
► Provided the
payment as fol l o w s: P r i o r t o s u bmission of the fi al estimate
for payment, the Contractor sha11 execute an affidavi �
furnished by the City, certif ln
associations, corporations, or the� organizatPons�fs t� as
labor and/or materials have been � firms,
scale established by the Cit paid in full, that theswage �
y Council in the Cit `
Worth has been paid, and that there are no claims y°f Fort �
personal injury and/or property damages. Pending for
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The acceptance by the Contractor of the last or final
as aforesaid shall operate as and shall release the
a 11 claims or Iiabilities under the Contract for an thiPayment �
or furnished or relating to the work under Contr �Wner from
or an y 9 done
y act or neglect of said Cit act Documents
with the Contract. Y relating to or connected �
The making of the final �
the Contractor of an Pa�ent by the Owner shall not relieve
y guarantees or other requirements of the �
Contract Documents which specifically continue thereafter.
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C8-8.9 ADEQUACY OF DESIGN: It is understood that the Own �
believes it has employed competent Engineers and desi �
prepare the Contract Documents and all modifications of the
approved Contract Documents, gners to
the Owner shall be responsibletfor�theeade�uac agreed that �
design features, sufficiency of the Contract Documents
safet Y of its own �
y of the structure, and the . the
operations of the completed Practicability of the !��
has complied with the re Project, provided the Contractor '
Documents, all a quirements of the said "�
pproved modifications thereof Contzact
and alterations thereto approved in writin b' and additions
burden of proof of such compli ance shallt be�Wner. The �
Contractor to show that he has complied with thensaid
requirements of the Contract Documents
thereof, and all approved additions and a1terationsdther tolons
C8 8.10 GENERAL GUARANT • �
PaYment nor an Y• Neither the final certificate of
y provisi�n in the Contract Documents nor
pa rtial or entire occupancy or use of the ';�
Owner shall constitute an acceptance of work not done in
accordance with the Contract Documents premises by the
Contractor of liability in respect to any express warranties �
or relieve the
or responsibility for faulty materials or workmanship. The
Contractor shall remedy any defects or damages in t;�e work and _.
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C8-8 (4)
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pay for any damage to other work resulting therefrom which
r" shall appear within a period 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
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observe3 defects with reasonable promptness.
C8-8.11 SUBSIDIARY WORK: Any and all work specifically
governed by documentary requirements f or t.he project, such as
conditions imposed by the Plans, the General Contract
Documents or these Special Contract Documents, in which no
specific item for bid has been provided for in the Proposal,
shall be considered as a subsidiary item of work, the cost of
which shall be included in the price bid in the Proposal, for
each bid item. Surface restoration, rock excavation and
cleanup are general items 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 material will be made for only that amount of
`" material used, measured to the nearest one-tenth unit.
Payment for miscellaneous placement of material shall be in
� accordance with the General Contract Documents regardless of
the actual amount used for the project.
p^ C8-$.13 RECORD DOCUMENTS: Contractor shall keep on record a
copy of all specifications, plans, addenda, modifications,
shop drawings and samples at the site, in good order and
annotated to show all changes made during the construction
process. These shall be delivered to Engineer upon completion
'`° of the work.
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C8-8 (5)
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� SECTION C1
SUPPLEMENTARY CONDITIONS
TO SECTION C
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SECTION Cl: SUPPLEMENTARY CONDITIONS TO SECTION C
A. General
�` These Supplementary Conditions amend or supplement the General
� Conditions of the Contract and other provisions of the
t Contract Documents as indicated �elow. Provisions which are
� not so amended or supplemented remain in full force and
�^ • affect.
B. Paragraph C3-3.2 should be deleted in its entirety and
replaced with the following: .
� •
Upon request, Contractor agrees to provide to Owner complete
� and accurate information regarding actual work performed by a
Minority Business Enterprise (MBE) and/or a Woman Business
•' Enterprise (WBE) on the contract and payment therefore.
� Contractor further agrees to permit an audit and/or examina-
� tion of any books, records or f iles in its possession that
, will substantiate the actual work performed by an MBE and/or
. WBE. The misrepresentation of facts (other than a negligent
�' misrepresentation) and/or the commission of fraud by the
I. , Contractor will be grounds for tarmination of the contract
and/or initiating action under appropriate federal, state or
: local laws or under appropriate�federal, state or local laws
�: or ordinances relating to false statements; further, any such
` misrepresentation (other than a negligent misrepresentation)
, and/or commission of fraud will result in the Contractor being
) detenained to be irresponsible and barred from participating
�' • in City work for a period of time of not less than three (3)
. years . • . '
. C. Part C- General Conditions: C3-3.7 Bonds, the paragraph a e
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' subparagraph d. Change the paragraph to read as follows:
� "No sureties will be accepted by the Owner which are at
; the time in default or delinquent on any bonds or which
�: are interested in any litigation against the Owner. All
, bonds shall be made on the forms furnished by the Owner
�,� ' and the surety shall be acceptable to the Owner. In order
. for a surety to be acceptable to the City, (1) the name
� • of the surety shall be included on the current U.S.
; Treasury List of Acceptable Sureties {Circular 870}, or
� - (2) the surety must have capital and surplus equal to ten
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times the amount of the bond. The surety must be licensed
� to business in the state of Texas. The amount of the bond
shall not exceed the amount shown on the Treasury list or
. one-tenth (1/10) of the total capital and surplus. If
reinsurance is required, the company writing the reinsur-
`r ance must be authorized, accredited or trusteed to do
business in Texas."
� .
D. Section C8-8.5 should be deleted in its entirety and replaced
r� with the following: .
Partial pay estimates shall be submitted by the Contrac-
tor or prepared by the City on the 5th day and 20th day
� of each month that the work is in progress. The estimate
shall be proceeded by the City on the lOth day and 25th
� day respectively. Estimates will be paid within 25 days
following the end of the estimate period, less the
appropriate retainage as set out below. Partial pay
� estimates may include acceptable nonperishable materials
delivered to the work place which are to be incorporated
into the work as a permanent part thereof, but which at
� the time of the pay estimate have not been so installed.
If such materials are included within a pay estimate,
payment shall be based upon 85g of the net voice value
� thereof. The Contractor will furnish the Engineer such
a information as may be reasonably requested to aid in the
verification or the preparation of the pay es�imate.
� �
For contracts or less than $400,000 at the time of
execution, retainage shall be ten per cent (loo).
� For contracts of $400,000 or more at the time of
execution, retainage shall be five percent (5�).
�"' -
,.. Contractor shall pay subcontractors in accord with the
� subcontract agreement within f ive ( 5) bus iness days after
" receipt by Contractor of the payment by.City. Contrac-
�,,, tor�s failure to make the required payments to subcon-
tractors will authorize the City to withhold future
�'' payments from the Contractor until compliance with this
�W paragraph is accomplished.
� It is understood that the partial pay estimates will be
approximate only, and all partial pay estimates and
payment of same will be subject to correction in the
�
estimate rendered following �he discovery of the mistake
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in any previous estimate. Fayment of any partial pay
Owner of the amount of work done or of its quality or
sufficiency or as an acceptance of the work done;�nor
shall same release the Contractor of any of its responsi-
bilities under"the Contract Documents.
The City reserves the right to withhold the payment
of any partial estimate if the Contractor fails to
perform the .work in strict accordance with the
specifications or other provisions of this con-
tract. '
Part C- General Conditions: Paragraph C3-3.11: .Delete
subparagraph a.
Part C- aene�al Cond�t�qns: Paragraph C3-3.11: Delete
subparagraph g.
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PART D �- SP�G1�1L CC.INDITiQNS
�, ..
D-1 AWARD OF CONTRACT............ � ............................... �.............. SC-4
.............................
D-2 SUBMISSlON OF CONTRACT DOCUMENTS ...................................................... SC-4
D-3 GENERAL ...................................� ........................................................ ............ SC-5
D-4 TAX EXEMPTIONS .................... �.....................................,................................... SC-7
D-5 PROJECT DESIGNATION ......... �i ......................................................... .. .. SG7
.... .. .... ... ..
D-6 EQUAL EMPLOYMENT PROVIS��QNS .................................................................. SC-7
D-7 PRE—CONSTRUCTION CONFER'�NCE ................................................................ SC-7
D-8 COORDINATION MEETINGS ................................................................................ SC-7
D-9 PROJECT ABANDONMENT ....... ........................ . .............................................. SC-7
,.
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D-10 BREAKDOWN OF B:ID PROPOS,�L ...................................................................... SG7
D-11 INDEMNIFICATION .................. .!�. ........................................................................ SG7
D-12 CONTRACTOR COMPLIANCE �'ITH WORKER'S COMPENSATION LAW ......... SC-8
D-13 MIN�RITY AND WOMENS BUS�NESS ENTERPRISE (M/WBE)COMPLIANCE. SC-10
D-14 CALENDAR DAY ................................................................................................. SC-12
D-15 SUBSIDIARY WORK .................:�........................................................................ SC-12
D-16 WAGE RATES ...........................�� ........................................................................ SC-12
D-17 EASEMENTS AND PERMITS .... ..............................�.......................................... SC-14
D-18 COORDINAT(ON WITH FORT ORTH WATER DEPARTMENT ....................... SC-14
D-19 DAMAGE TO PRNATE PROPE TY ................................................................... SC-14
D-20 SHOP DRAWINGS .............................................................................................. SC-14
D-21 CROSSING OF EXiSTiNG UTIL�ITIES ................................................................. SC-15
D-22 EXISTING UTILITIES AND IMP OVEMENTS ..................................................... SC-15
.
D-23 CONSTRUCTION TRAFFIC OV � R PlPELINES .................................................. SC-16
D-24 TRAFFIC CONTROL ............... .�r..................................... , ................................ SC-16
D-25 PAYMENT .................................�!.......................................................................... SC-17
D-26 DELAYS ............................................................................................................... SC-17
D-27 DETOURS .................... ....... .................................. ,,..................................... SC-17
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D-28 BARRlCADES AND WARNING��SIGNS ............................................................... SC-17
D-29 EXAMINATION OF SITE ...................................................................................... SC-18
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D-30 ZONING COMPLIANCE...........!! .......................................................................... SC-18
D=31 WATER FOR CONSTRUCTIOI� .......................................................................... SC-18
D-32 WASTE MATERIAL ...................n.......................................................................... SC-18
D-33 CLEANUP FOR FINAL ACCEPTANCE ................................................................ SC-18
�� „
D-34 PROPERTY ACCESS � ............................ SC-18
............... . .. ... .. ... .. .. .... ... ... ...
D-35 CONSTRUCTION SCHEDULEo ND SEQUENCING OF WORK ......................... SC-18
D-36 SAFETY RESTRICTIONS — W� RK NEAR HIGH VOLTAGE LINES .................... SC-18
D-37 CONTRACTOR'S RESPONSI LITY FOR DAMAGE CLAIMS ............................ SC-19
D-38 SANITARY FACIUTIES FOR WORKERS ............................................................ SC-20
D-39 LEGAL RELATIONS AND RE��ONSIB(UTfES TO THE PUBLiC ....................... SC-20
D-40 RIGHT TO AUDIT ................... .......................................................................... SC-2Q
D-41 INCREASE OR DECREASE I QUANTITIES ...................................................... SC-21
D-42 CUTTiNG OF CONCRETE ..... ............................................................................ SG21
D-43 PROJECT DESIGNATION SI ......................................................................... SC-22
D-44 CONCRETE SIDEWALK AND DRIVEWAY REPLACEMENT .............................. SG22
D-45 MISCELLANEOUS PLACEMENT OF MATERIAL ................................................ SG22
D-46 TYPE ��C�� BACKFILL ..............J ....�.............................:�......................................... SG22
D—�7 CRUSHED LIMESTONE BAC � FlLL �
..................................................................... SG23
D-48 2:27 CONCRETE ................... .....................................................�...................... SG23
D-49 TRENCH EXCAVATION, BAC�FILL AND COMPACTION .................................. SC-23
� 04/27/99 ��C-�
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PART D - SPEGlAL CQNDlTiQNS
D-50 PAVEMENT REPAIR (E2-19) .........................,.................................................... SG24
D-51 TRENCH SAFETY SYSTEM F��R WATER DEPARTMENT PROJECTS ONLY.. SC-25
D-52 SANITARY SEWER MANHOLES ........................................................................ SC-26
D-53 SANITARY SEWER SERVICES .......................................................................... SC-29
D-54 NOT USED ..............................:............................................................................ SC-30
D-55 REMOVAL, SALVAGE AND A�ANDONMENT OF EXISTING FACILITIES......... SC-30
D-56 DETECTABLE WARNING TAI�ES ....................................................................... SC-32
D-57 PIPE CLEANING .................. .�............................................................................. SC-32
D-58 � BARRICADES, WARNINGS P,ND FLAGMEN ........................:............................. SC-32
D-59 .DISPOSAL OF SPOIUFILL MQTERIAL ............................................................... SC-32
D-60 MECHANICS AND MATERIA4�1/lEN'S LIEN ......................................................... SC-33
D-61 SUBSTITUTIONS ....................�............................................................................ SC-33
D-62 PRECONSTRUCTIC�'N TELEVI�SION INSPECTION/SANITARY SE1N�R LINES. SC-33
D-63 VACUUM TESTING OF SANIT�ARY SEWER MANHOLES .................................. SC-36
D-64 BYPASS PUMPING ...............s............................................................................. SC-37
D-65 POST-CONSTRUCTION TEL�VISION INSPECTION OF SANITARY SEWERS SC-38
D-66 SAMPLES AND QUALITY CONTROL TESTING ................................................. SC-39
D-67 TEMPORARY EROSION SED„I,MENTS AND WATER POLLUTION CONTROL .. SC-40
,
D-68 INGRESS AND EGR�SS/ AC�SESS TO DRIVES ................................................ SC-41
D-69 PROTECTION OF TREES, PLANTS AND SOIL .................................................. SC-41
D-70 SITE RESTORATION ........................................................... ... SC-41
,
D-71 STANDARD PRODUCT LIST.° ............................................................................. SC-41
D 72 STATE REVOLVING FUND (�RF) REQUIREMENTS
......................................... SC-42
D-73 TOPSOIL, SODDING AND SE�FDING .................................................................. SC-42
D-74 CONFINED SPACE ENTRY P�OGRAM ............................................................. SC-47
D-75 SUBSTANTIAL COMPLETION�INSPECTION/FINAL'INSPECTION ................... SC-47
D-76 �EXCAVATION NEAR TREES .r ............................................................................ SC-48
D-77 CONCRETE ENCASEMENT OF SEWER PIPE .................................................. SC-49
D-78 �CLAY DAM ........................................................................................................... SC-49
D-79 EXPLORATORY EXCAVATI01� (D-HOLE) .......................................................... SC-49
D-80' INSTALLATION OF WATER F�,CILITIES ....................:.........:.............................. SC-49
80.1 POLYVINYAL (CHLORIDE PV�) WATER PIPE ................................................... SC-49
80.2 BLOCKING ........................................................................................................... SC-49
80.3 TYPE OF CASING PIPE ...................................................................................... SC-5'0
80.4 TIE-INS '
.................................. .......................................................................... -5
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80.5 CONNECTION OF EXISTING MAINS ................................................................. SG50
80.6 VALVE CUT-INS .................................................................................................. SC-51
80.7 WATER SERVICES .............................................................................. SC-51
...............
80.8 2-INCH TEMPORARY SERVIC� LINE .........:� ..................................................... SG53
80.9 ADJUST MANHOLES AND VAULTS (UTILITY CUT) .......................................... SC-54
80.10 ADJUST WATER VALVE BOXES ........................................................................ SC-54
80.11 PURGING AND STERILIZATION OF WATER LINES .......................................... SC-54
80.12 WORK NEAR PRESSURE PL `NE BOUNDARIES .............................................. SC-54
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80.13 WATER SAMPLE STATION .... ..........................i .....................................�........... SG55
80.14 DUCTILE IRON AND GRAY IF�bN FITTINGS ..................................................... SG55
D-81 SPRINKLING FOR DUST CONTROL .................................................................. SG56
D-82 DEWATERING :.......................:............................................................................ SC=56
D-83 TRENCH EXCAVATION FOR DEEP TRENCHES ............................................... SC-56
D-84 TREE PRUNING .....................:..........................................y.............................r... SC-56
04/21/99
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PART Q - SP�GIAL CQNDITiQNS
D-85 TREE REMOVAL ..................... .'�.........................................................:............... SC-57
D-86 TEST HOLES ...........................��...............,; ........................................................ SG57
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PART D - S�'ECIAL CQNDITf4NS
FOR: REHABILITATION OF M-390 D �v' NAGE AREA SANITARY SEWER SYSTEM
� REHABILITATION AND IMPROVEMENTS (GROUP 6, CONTRACT 1), PART 8
FORT WORTH, TEXAS � '
DOE PROJECT NOS 1828, 2526,;2527 AND 2528
SEWER PROJECT NO. PS46-070460410280
D-1 AWARD OF CONTRACT: The Ci�y reserves the right to abandon without obiigation to the
contractor, any part of the project, or the �ntire project, at any time before the contractor begins
any construction wqrk authorized by the ;City. Award, if made, shall be to the responsive low
bidder. �
The following shall apply for contract doculments with multiple units of work. Each unit represents
a separate project, each with an individual M/WBE specification and proposal section. The
proposal sections are arranged to allow p� ospective bidders to submit bids on one unit, some of
the units, or all of the units. Award of co;�tract(s'), if made, shall be to the responsive low bidder
for each individual unit. If a contractor is the responsive low bidder on finro units or more, a single
set of contract documents consisting of all applicable unit� will be created and one single award
of contract shall be made. The ContraC�or shall comply with the City's M/WBE Ordinance on
each unit. Bidders shall submit individual and separate monthly M/WBE reports for each Unit
included in the Contract.
Construction time on all units will run cor�currently. For situations involving approved contracts
with multiple units, the total allowable con�truction completion time period for all the units shall be
the same as the unit with the longest construction time period.
D-2 SUBMISSION OF CONTRACT DOCUMENTS, CONSTRUCTION START TIME AND
PRE-CONSTRUCTION SUBMITTALS: The contractor(s) shall execute and return the contract
documents to the Department of Engineering within ten (10) working days after notification by the
City. �
A Pre-Construction meeting date will be established and noted in the Letter to Contractor. The
effective work order date will be set at th��pre-construction conference.
The contractor(s) shall be required to s�art construction on the project no later than ten (10)
calendar working days after the pre-construction meeting date. The City shall begin to charge
time on the project to the contractor eleven days after the pre-construction meeting date.
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Per City ordinance 11923, the contract��(s) shall submit the letters of intent or a copy of the
agreements with the approved M/WBE� subcontractor(s) at or before the pre-construction
conference. To expedite M/WBE compli�nce contractors are strongly encouraged to submit the
executed letters of intent (with M/WBE subcontractors) at the time of submittal of the
UTILIZATION FORM or GOOD FAITH �FFORT FORM. The letter(s) must be signed by both
parties. If the contractor(s) fails to submi� the letter(s) or agreement(s), the contractor(s) will not
be allowed to begin work. Time on the p�oject will start to accumulate at the end of the ten (10)
days as stipulated above. '
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PART D - SPECIAL ��NDITIQNS
Additional submittals at time of pre-constru�tion ii-meeting shall in�lude (but not limifed to):
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Contractors Work Plan and Schedul%
Disposal Site for Waste Material Infq�,'�rmation
Sub-Contractor ldentification
Trench Safety Design (if required)
Confined Space Entry Program „
Name and number of a responsible" erson for off hour emergencies
Project schedule which must refle a project completion date to be determined by the
completion time period stipulated in � he proposal section.
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The pre-construction conference is inte ded as a forum between the contractor and the
appropriate City staff to go over the projec , in detail and to afford the contractor the opporiunity to
submit all the required documents listed ab�ve.
If the contractor fails to submit any of the required documents, the contractor wiil not be allowed
to begin work and time on the project wiii start to accumulate.
D-3 GENERAL:
The order or precedence in case of co�flicts or discrepancies between various parts of the
Contract Documents subject to the rulin�i of the Engineer shall generally, but not necessarily,
follow the guidelines listed below: ,, .
1. Plans
2. Contract Documents
3. Special Conditions
The following Special Conditions shall b� applicable to this project and shall govern over any
conflicts� with the General Contract D uments under the provisions stated above. The
Contractor shall be responsible for d fects in this project, due to faulty materials and
workmanship, or both, for a period of onea 1) year from date of final acceptance of this project by
the City Council of the City of Fo�t Worth �nd will be required to replace at his expense any part
or all of this project which becomes defective due to these causes.
The City reserves the right to abandon, without obligation to the Contractor, any part of the
project, or the entire project, at any time before the Contractor begins any construction work
authorized by the City. Contract, if award�d, shall be as described in "Award of Contract" above.
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Subject to modifications as herein cor�iained, the Fort Worth Water Department's General
Contract Documents and General Spec' ications, with latest revisions, are made a part of the
General Contract Documents for this pro �ct. The Plans, these �pecial Contract Documents and
the rules, regulations, requirements, instr ctions, drawings or details referred to by manufacturers
name, or identification include therein" as specifying, referring or implying product control,
perFormance, quality, or other shal! be binding upon the contractor. The specifications and
drawings shall be considered cooperativ ; therefore, work or material called for by one and not
shown or mentioned in the other shall �be accomplished or furnished in a faithful manner as
though required by alL ,n
oar���ss SC�-5
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PART D - SF�E�IAL �QNDITI4NS
Any Contractor performing any work on Fort Worth water or sanitary sewer facilities must be pre-
qualified with the Water Department to tperform such work in accordance with procedures
described in the current Fort Worth Water Department General Specifications, which general
specifications shall govern performance of �II such work.
This contract and project, where applicable� may also be governed by the two following published
specifications, except as modified by these Special Provisions:
1. STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION -
CITY OF FORT WORTH �'
2. STANDARD SPECIFICATIONS F�OR PUBLIC WORKS CONSTRUCTION - NORTH
CENTRALTEXAS �
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A copy of either of these specifications may be purchased at the office of the Transportation and
Public Works Director, 1000 Throckmortd',n Street, 2nd Floor, Municipal Building, Fort Worth,
Texas 76102. The specifications applicable to each pay item are indicated by the call-out for the
pay item by the designer. If not shown, th�n applicable published specifications in either of these
documents may be followed at the discr�tion of the Contractor. General Provisions shall be
those of the Fort Worth document rather tfian Division 1 of the North Central Texas document.
Bidders shall not separate, detach or ,�emove any portion, segment or sheets from the
contract document at any time. Failur� to bid or fully execute contract without retaining
contract documents intact may be grounds for designating bids as "non-responsive" and
rejecting bids or voiding contract as appropriate as determined by the Ci�y Engineer.
INTERPRETATION AND PRFPARATION �F PROPOSAL:
A. DELIVERY OF PROPOSAL: No �roposal will be considered unless it is delivered,
accompanied by its proper Bid Security, to the Purchasing Manager or his representative at
the official location and stated time set��forth in the "Notice to Bidders". It is the Bidder's sole
responsibility to deliver the proposal �� the proper time to the proper place. The mere fact
that a proposal was dispatched will no� be considered. The Bidders must have the proposal
actually delivered. Each proposal sha�� be in a sealed envelope plainly marked with the word
"PROPOSAL", and the name or dese�iption of the project as designated in the "Notice to
Bidders". The envelope shall be addt;�ssed to the Purchasing Manager, City of Fort Worth
Purchasing Division, PO Box 17027, Fbrt Worth, Texas 76102.
B. WITHDRAWING PROPOSALS: Proposals actually filed with the Purchasing Manager cannot
be withdrawn prior to the time set for o�ening proposals. A request for non-consideration of a
proposal must be made in writing, add �essed to the City Manager, and filed with him prior ta.
the time set for the opening of proposals. After all proposals not requested for non-
consideration are opened and publicly`�ead aloud, the proposals for which non-consideration
requests have been properly filed mav��at the option of the Owner be returned unopened.
C. TELEGRAPHIC MODIFICATION OF P�OPOSALS: Any bidder may modify his proposal by
telegraphic communication at any time' prior to the time set for opening proposals, provided
such telegraphic communication is r��eived by the Purchasing Manager prior to the said
proposal opening time, and provided f�rther, that the City Manager is satisfied that a written
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PART D - SPE�IAL C�NDITIONS
� and duly authenticated confirmation of �I uch telegraphic comrhunication over�the signature of
the bidder was mailed prior to the prop sal opening time. If such cor3firmation is not received
a within forty-eight (48) hours after the � oposal opening time, no further consideration will be
given to the proposaL
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D-4 TAX EXEMPTIONS: This contr��t is issued by an organization which qualifies for
exemption pursuant of the provisions of A� icle 20.04(F) of the Texas Limited Sales, Excise and
Use Tax Act. All equipment and materi s not consumed by or incorporated into the project
construction, are subject to State sales ta under House Bill 11, enacted August 15, 1991. All
such taxes shall be included in the varic� s amounts on the Proposal Form. The successful
Bidder shall be required to submit a breakdown between labor and material costs prior to
execution of the contract.
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D-5 PROJECT DESIGNATION: Cor� truction under these Special Documents shall be
�performed under the Project Designation: roject No. PS46-070460410280
D-6 EQUAL EMPLOYMENT PROVIS�JNS: Contractor shall comply with City Ordinance
Number 7278 as amended by City Ordinance Number 7400 (Fort �IVorth City Code Sections 13-
A-21 through 12-A-29) prohibiting discrimination in employment practices.
The Contractor shall post the required not" e to that effect on the project site, and at his request,
will be provided assistance by the City of Fort Worth's Equal Employment Officer who will refer
any qualified applicant he may have on i e in his office to the Contractor. Appropriate notices
may be acquired from the Equal Employment Officer.
D-7� PRE-CONSTRUCTION CONFER �NCE: Before the project work order is issued, a pre-
construction conference shall be held with� epresentatives of the following agencies present: City
Engineering Department, City Water Dep� ment, City Public Works Department, other interested
City Departments (such as Traffic), inte sted utility companies (such as gas, telephone, and
electric), Design Engineer and the succes ful Contractor. Contractor shall submit a schedule of
operations at the pre-construction conference.
D-8 C�ORDINATION MEETINGS: F�or coordination purposes, weekly meetings at the job
site may be required to maintain the proj�ct on the desired schedule. The Contractor shall be
present at all meetings. ;
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D-9 PROJECT ABANDONMENT: The City reserves the right to abandon, without obligation
to the Contractor, any part of the project,11or the entire project, at any time before the Contractor
begins any construction work authorized b�y the City.
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D-10 BREAKDOWN OF BID PROPO � L: When requested by the Engineer, the Contractor
shall furnish a cost,breakdown of those bi items shown in the Proposal as lump sum items. This
in#'ormation is for use in the preparation o.a recommendation to the City for award of contract.
D-11 INDEMNIFICATION: The Contractor agrees to fully indemnify and save whole and
harmless the City, Owner and Engineera��fro� all costs or damages arising out of any real or
asserted claim or cause of action against�t o any kind or character and in addition from any and
all costs or damages arising out of any �vror�gs, injuries, demands or suits for damages, either
real or asserted, claimed against it that�wmay be occasioned by any act, omission, neglect or
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PART D - SP',EGI�-iL
CC)NDITIQNS �
misconduct of the said Contractor, his agents, servants and employees. The Contractor further
agrees to comply with all applicable laws, regulations, ordinances, building arid construction
codes of the City of Fort Worth and .State ,af Texas and with any regulations for the protection of
workers which may be promulgated by t,Me Government and shall protect such work with all
necessary lights, barriers, safeguards and,warnings as are provided for in said specifications and
in the ordinances of said City. �
D-12 CONTRACTOR COMPLIANCE WI�'H WORKER'S COMPENSATION LAW:
A. Definitions: e
1. Certification of coverage ("certificate"). A copy of a certificate of insurance, a certifcate of
authority to self-insure issued by the cqmmission, or a coverage agreement (TWCC-81,
TWCC-82, T1(VCC-83, or TWCC-84�, showing statutory workers' compensation insurance
coverage for the person's or entity's employees providing services on a project, for the
duration of the project. �
2. Duration of the project - includes ttie time from the beginning of the work on the project
until the contractor's/person's work�jon the project has �been completed and accepted by
the governmental entity. `�
3. Persons providing services on the project ("subcontractor" in §406.096)- includes all
persons or entities performing all o�r part of the services the contractor has undertaken to
perForm on the project, regardless= of whether that person contracted directly with the
contractor and regardless of wheth�r that person has employees. This includes, without
limitation, independent contractor�� subcontractors, leasing companies, motor carriers,
owner operators, employees of �ny such entity, or employees of any entity which
furnishes persons to provide servic�s on the project. "Services" include, without limitation,
providing, hauling, or delivering equ�ipment or material"s, or providing labor, transportation,
or other services related to a project. `"Services" does not include activities unrelated to
the project, such as food/beverage vendors, office supply deliveries, and delivery of
portable toilets. ,
B. The Contractor shall provide coverage,� based on proper reporting of classification codes and
payroll amounts and filing of any coverage agreements, which meets the statutory
requirements of Texas Labor Code, Section 401.011(44) or all employees of the Contractor
providing services on the project, for the duration of the project.
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C. The Contractor must provide a certificate of coverage to the governmental entity prior to being
awarded the contract. w
D. If the coverage period shown on the cbntractor's current certificate of coverage ends during
the duration of the project, the contract�r must, prior to the end of the coverage period, file a
new certificate of coverage with the �overnmental entity showing that coverage has been
extended.
E. The Contractor shall obtain from each person providing services on a project, and provide the
governmental entity: :
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PART D - SP�CiAL C4NDIT14NS
1. A certificate of coverage, prior to hat ,person beginning work on the� project, so the
governmental entity will have on i_e ce�tificates of coverage showing coverage for all
persons providing services on the p� ject; and
2. No later than seven days after receipt by the contractor, a new certificate of coverage
� showing extension of coverage, if t�e coverage period shown on the current certificate of
coverage ends during the duration �� the project.
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F. The contracto� shall retain all required certificates of coverage for the duration of the project
and for one year thereafter.
G. The contractor shall notify the govern� ental entity in writing by certified mail or personal
delivery, withi � ten (10) days after the � ntractor knew or should have known„ of any change
that materially affects the provision o coverage of any person providing services on the
project.
H. The contractdr shall post on each ' oject site a notice, ir�� the text, form and manner
prescribed by,the Texas Worker's Com ensation Commission, informing all persons providing
services on the project that they are r quired to be covered, and stating how a person may
verify coverage and report lack of coverage.
The contractqr shall contractually req�ire each person with whom it contracts to Provide
services on a project, to: �
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4.
Provide cQverage, based on proper reporting on classification codes and payroll amounts
and filing �of any coverage agreem nts, which meets the statutory requirements of Texas
Labor Co�e, Section 401.011(44) f r all of its employees providing services on the project,
for the duration of the project; o� �
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Provide to ttie Contractor; prior to that person beginning work on the project, a certificate
of coverage showing that covera�4e is being provided for all employees of the person
providing.,services on the project, fqr the duration of the project;
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Provide the Contractor, prior to f�e end of the coverage period, a new certificate of
coverage showing extension of coverage, if the coverage period shown on the current
certificate of coverage ends during��he duration of the project;
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Obtain from each other p�rson witf� whom it contracts, and provide to the Contractor:
a.) A certificate of coverage, prior �o the other person beginning work on the project; and
b.) A new certificate of coverage ' howing extension of coverage, prior to the end of the
coverage period, if the covera e period shown on th� current certificate of coverage
� ends during the duration of the�;project.
� 5. Retain all required certificates of ��overage on file for the duration of the project and for
one year thereafter. '•
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PART D - SP�EGI�4L CQNQITiQNS
6. Notify the governmental entity in:�writing by certified mail or personal delivery, within ten
(10) �iays after the person knew: or should have known, of any change that materially
affects the provision of coverage of any person providing services on the project; and
�7. Contractually require each person with whom it contracts, to perform as required by
paragraphs (1)-(7), with the certifi,�ates of coverage to be provided to the person for whom
they are providing services.
8. By signing this contract or provic(ing or causing to be provided a certificate of coverage,
the contractor is representing to the governmental entity that all employees of the
contractor who will provide se�vices on the proje.ct will be covered by worke�'s
compensation coverage for the d�ration of the project, that the coverage will be based on
proper reporting of classification codes and payroll amounts, and that all coverage
agreements will be filed with the���ppropriate insurance carrier or, in the case of a self-
insured, with the commission's Division of Self-Insurance Regulation. Providing false or
misleading information may subject the contractor to administrative, criminal, civil
penalties or other civil actions.
9. The contractor's failure to comply,°with any of these provisions is a breach of contract by
the contracto� which entitles the �overnmental entity to declar�' the contract void if the
contractor,does not remedy the breach within ten days after receipt of notice of �breach
from the gover�nmental entity.
J. The contractor shall post a notice on each project site informing all persons providing services
on the project that they are required to be covered, and stating how a person may verify
current coverage and report failure t� provide coverage. This notice does not satisfy other
posting requirements imposed by the Texas Worker's Compensation Act or other Texas
Worker's Compensation Commission rules. This notice must be print�d with a title in at least
30 point bold type and text in at least�19 point normal type, and shall be in both English and
Spanish and any other language corrii�non to the worker population. The text for the notices
shall be the following text, without any'additional words or changes:
"REQUIRED WORKER'S COMPENSATION COVERAGE,
The law requires that each person.wQrking on this site or providing services related to this
construction project must be covere�, by, workers' compensation insurance. This includes
persons providing, hauling, or delivering equipment or materials, or providing labor or
transportation or other service relat�d to the project, regardless of the identity of their
employer or status as an employee." �
Call the Texas Worker's Compensatio� Commission at (512)440-3789 to receive information
on the legal requirement for coverage, to verify whether your employer has provided the
required coverage, or to report an employer's failure to provide coverage".
D-13 MINORITY AND WOMENS BUSINESS ENTERPRISE (MNVBE) COMPLIANCE: In
accordance with City of Fo�t Worth Ordina�ce No. 11923, the City of Fort Worth has goals for the
participation of minority business enterpri #es and wQmen business enterprises in City contracts.
The Ordinance is incorporated in these specifications by reference. A copy of the Ordinance may
04/21/99
SC-1 b
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PART D - SP��iAL CQND{T14NS
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be obtained from the Office of the City Secretary. Failure to comply with the ordinance shall be a
material breach of contract.
The M/WBE UTILIZATION FORM, M/1Iu�BE GOALS WAIVER FORM AND GOOD FAITH
EFFORT FORM, as applicable, must be ubmitted within five (5) city business days after bid
opening. Failure to comply shall render th bid non-responsive.
Upon request, contractor agrees to provide the City complete and accurate information regarding
actual work performed by a Minority or Wo�nen Business Enterprise (M/WBE) on the contract and
payment thereof. Contractor further agree, to permit an audit and/or examination of any books,
records or files in its possession that wil substantiate the actual work performed by an MBE
and/or WBE. The misrepresentation of ac (other than a negligent misrepresentation) and/or the
commission of fraud by the Contractor ill be grounds for termination of the contract and/or
initiating action under appropriate federa�� state, or loeal laws or ordinances relating to false
statement. Further, any such misrepresentatio�n (other than a negligent misrepresentation)
andlor commission of fraud will result in the Contractor being determined to be irresponsible and
barred from participating in City work for a"°�eriod of time of not less than three years.
The City will consider the contractor's � performance regarding its M/WBE program in the
evaluation of bids. Failure to comply with �he City's M/WBE Ordinance, or to demonstrate "good
faith efforY', shall result in a bid being rendN red non-responsive to specifications.
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Contractor shall provide copies of subcontracts or co-signed letters of intent with approved
M/WBE subcontractors prior to issuance of the Notice to Proceed. Contractor shall also provide
monthly reports on utilization of the subcor�tra�tors to the City's M/WBE office.
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The Contractor may count first and seco��d tier subcontractors and/or suppliers toward meeting
the goals. The Contractor may count tov�ard its goal a portion of the total dollar amount of the
contract with a joint venture equal to th� : percentage of the M/WBE participation in the joint
venture for a clearly defined portion of th�,�work to be perFormed. All M/WBE contractors used in
meeting the goals must be certified prior to the award of the Contract. The M/WBE contractor(s)
must be certified by either the North Cer�tral Texas Regional Certification Agency (NCTRCA) or
Texas Department of Transportation (Txa%T), Highway Division and must be located in the nine
(9) county marketplace at time of bi�. The Contractor shall contact all such M/WBE
subcontractors or suppliers prior to listing hem on the M/WBE utilization or good faith effort forms
as applicable. Failure to contact the liste M/WBE subcontractor or supplier prior to bid opening
may result in the rejection of bid as non-r ponsive.
Whenever a change order affects the work of an M/WBE subcontractor or supplier, the M/WBE
shall be given an opportunity to perform t e work. Whenever a change order exceeds 10% of the
original contract, the M/WBE coordinator�shall determine the goals applicable to the work to be
perFormed under the change order. "
During the term of the contract the contra�t shall:
1. Make no unjustified changes or deletions in it's M/WBE participation commitments
submitted with or subsequent to the bid, and,
2. If substantial subcontracting and/ =',r substantial supplier opportunities arise during the term
of the contract which the contract�r had represented he would perform with his forces, the
� 04/21/99
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PART D - SPECIAL CQNDITiQNS
contractor shall notify the City befoce subcontracts or purchase orders are�let, and shall be
required to comply with modificatiohs to goals as determined by the City, and ,
3. Submit a REQUEST FOR APPRC�VAL OF CHANGE FORM, if the contractor desires to
change or delete any of the M/WB� subcontractors or suppliers. Justification for change
may be granted for the following:
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a. Failure of Subcontractor to pra�uide evidence of coverage by Worker's Compensation
Insurance.
b. Failure of Subcontractor to provide required general liability of other insurance.
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c. Failure of Subcontractor to ex��ute a standard subcontract form in the amount of the
proposal used by the Contractor� in preparing his M/VVBE Participation plan.
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d. Default by the M/WBE subcontractor or supplier in the performance, of the
subcontractor. �
Within ten (10) days after final pa ment from the City, the contractor shall provide the
M/WBE Office with documentation��o reflect final participation of each subcontractor and
supplier used on the project, inclusive of M/WBEs.
D-14 CALENDAR DAY: 1Delete pacagraph C1-1.24, in Part C-General Conditions, in its entirety
and substitute the following new paragraph� '
C1-1.24 Calendar Dav: A Calenda��day is any day of the week or month. The Contractor
will not be allowed to work on Su°ndays or any holidays observed by the City of Fort
Worth. �'
D-15 SUBSIDIARY WORK: Any and all work specifically governed by documentary
requirements for the project, such as coriditions imposed by the Plans, the General Contract
Documents or these Special Contract Documents, in which no specific item for bid has been
provided for„in the Proposal, shall be considered as a subsidiary item of work, the cost of which
shall be included in the price bid in the Pro�posal for each bid.item. Surface restoration, removal
and� replacement of fencing, and cleanup �re general items of work which fall in the category of
subsidiary work.
D-16 WAGE RATES: The labor classific�tions and minimum wage rates set forth herein have
been predetermined by the City Council of the City of Fort Worth, Texas, in accordance with
statutory requirements, as being the prevailing classifications and rates that shall govern on all
work performed by the Contractor or any Subcontractor on the site of the project covered by
these Contract Documents. In no event shall less than the following rates of wages be paid.
(Attached)
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oai2��ss S�-12
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CLASSIFICATION
Air Tooi Operator
Asphait Raker
Asphalt Shoveler
Batching Plant Weigher
Batterboard Setter
Carpenter
Concrete Finisher (PAV)
Concrete Finisher (STRS)
Concrete Rubber
Electrician
Flagger
Form Builder (STRS)
PART D - SPiEC1�1L CC)NDITIC�NS
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CITI( Y'� FORT WORTH
HIGHW��Y CONSTRUCTiON
PREVAILINGy�WAGE RATE FOR '1995
!
RATE
$7.554
$8.565
$8.255
$9.371
$8.920
$9.447
$9.345
$9.058
$7.733
$12.761
$5.598
$8.717
CLASSIFICATION
Form Liner
Form Setter (Pav & Curb)
Form Setter (Structures)
Laborer, Common
Laborer, Utility
Mechanic
Oiler
Servicer
Piledriver
Pipelayer
Blaster
RATE
$8.913
$8.,686
$8.427
$6.402
$7.461
$10.658
$8.698
$8.104
.$7.500
$8.509
$11.333
POWER EQUIPMENT OPERATORS
Asphalt Distributor $8.404
A�phalt Paving Machine $9.053
Broom or Sweeper Operator $7.908
Bulldozer, 150 HP or Less $8.703
Bulldozer, Over 150 HP $9.160
Concrete Paving Curing Mach.$8.213
Concrete Pav Finishing Mach. $9.453
Concrete Paving Form G�ader$8.500
Concrete Paving Joint Mach. $9.042
Concrete Paving Joint Sealer $7.350
Concrete Paving Float $7.875
Concrete Paving Saw $9.290
Concrete Paving Spreader $9.750
Slipform M�chine $9.000
Crane, Clamshell, Backhoe,
Derrick, Dragline, Shovel
(Less than 1 '/z cy) $9.513
Crane, Clamshell, Backhoe,
Derrick, Dragline, Shovel
(1 %z cy & Over) $10.517
Crushing or Scrng Plt Opr. $9.500
.Elevating Grader Foundation
Drill Oper. (Crawler Mounted) $10.000
Foundation Drill Operator
(Trucic Mounted) $11.138
Foundation Drill Opr Helper
Front Ent Loader
(2'/2 CY or Less) $8.823
, Posthole Driller Operator
Roller, Steel Wheel
" (Plant-Mix Pavements)
•e Roller, Steel Wheel
.�
(Flatwheel or Tamping)
� Roller, Pneumatic Self-Pro
Scraper - 17 CY & Less
u Scraper - Over 17 CY
',; Side Boom
° Tractor - Crawler Type
�. (150 FiP & Less)
°' Tractor - Crawler Type
(Over 150 HP)
ir Tractor - Pneumatic
Traveling Mixer
Trenching Machine - Light
„ Trenching Machine - Heavy
Wagon-Drill, Boring Machin
Reinforcing Steel Setter
jj (Paving)
�� Reinforcing Steel Setter
o (Structural)
Steel Worker - Structural
d� Sign Erector
Spreader Box Operator
!! Barricade Servicer Zone Wk
Mounted Sign Installer
(Permanent Ground)
$9.000
$8.339
$7.963
$7.403
$8.138
$8.205
$7.793
$8.448
$8.873
$7.735
$7.615
$8.188
$12.498
e $9.000
$9.218
$11.548
$16.300
$11.436
$6..988
$6;402
$6.402
o4rziiss SC-13
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CLASSIFICATION
Front Ent Loader
(Over 2 %Z CY)
Hoist (Doubie Drum & Less)
Milling Machine Operator
Mixer (Over 16 CF)
Mixer (16 CF & Less)
Mixer - Concrete Paving
Moto'r' Grader Operator
(Fine Grade)
Motor Grader Operator
Pavement Marking Machine
EtATE
$9.311
$$.917
$6.650
$9.000
$7.913
$9.500
$10.346
$9.891
$6.402
CQNDITIQNS
CLASSIFICATION
Truck Driver - Single Axie
(Light)
Truck Driver - Single Axle
(Heavy)
Truck Driver - Tandem Axle
(Semi-Trailer)
Truck Driver - Lowboy/Float
Truck Driver - Transit Mix
Truck Driver - Winch
Vibrator Operator
Welder
RATE
$7.465
$8.067
$7.816
$9.653
$7.507
$8.200
$7.000
$10.459
D-17 EASEMENTS AND PERMITS: The performance� of this contract requires certain
temporary construction and/or right-of-entry agreements to perform work on private property.
The City has attempted to obtain the temporary construction and/or right-of-entry agreements for
properties where construction activity is necessary on City owned facilities, such as sewer lines or
manholes. For locations where the City was unable to obtain the easement or right-of-entry, it
shall be the Contractor's responsibility to �ibtain the agreement prior to beginning work on subject
property. This shall be subsidiary to the �ontract. The agreements which the City has obtained
are available to the Contractor for review by contacting the plans desk at the Department •of
Engineering, City of Fort Worth. Also, it'shall be the responsibility of the Contractor to obtain
written permission from property owners • to perform such work as cleanout repair and sewer
service replacement on private property. Contractor shall adhere to all requirements of
Paragraph C6-6.10 of the General Contra�ct Documents. The Contractor's attention is directed to
the agreement terms along with any spe�ial conditions that may have been imposed on these
agreements, by the property owners. ,
The easements and/or private property shall be cleaned up after use and restored to its original
condition or better. In event additional work room is required by the Contractor, it shall be the
Contractor's responsibility to obtain written permission from the property owners involved for the
use of additional property required�. No ad�itional payment will be allowed for this item.
D-18 COORDINATION WITH FORT,� WORTH WATER DEPARTMENT: During the
construction of this project, it will be nec��sary to deactivate, for a period of time, existing lines..
The Contractor shall be required to coordinate with the Water Department to determine the best
times for deactivating and activating those4lines.
D-19 DAMAGE TO PRIVATE PROPER�TY: The Contractor shall immediately repair or replace
any tlamage to private property, including but not limited to fences, walls, pavement and water
and sewer services, at no cost to the Owner. This shall be subsidiary to the contract and not a
separate pay item.
D-20 SHOP DRAWINGS: .Shop dravyings shall be submitted by the Contractor to the
Construction Engineer, for all equipment }and materials for this project. Contractor shall submit
seven (7) copies of shop drawings, layou�s, manufacturer's data and material schedules as may
be required by the Engineer for his revievrl. Such review by the Engineer 'shall include 'checking
for general conformance with the desigrn concept of the project and general compliance with
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information given in the General ContractyDocuments. Indicated action by the�Engineer, which
may result from his review, shall not constitute concurrence with any deviation from the plans and
specifications unless such deviations are �° pecifically identified by the method described below,
and further shall not relieve the Contr �tor of responsibility for errors or omissions in the
submitted data. Processed shop drawir� submittal are not change orders. The purpose of
submittals, by the Contractor, is to dem nstrate that the Contractor understands the design
concept, and that he demonstrates hi�� understanding by indicating which equipment and
materials he intends to furnish and ins�all, and by detailing the fabrication and installation
methods he intends to use. If deviations; discrepancies or conflicts betwesn submittals and the
design drawings and/or specifications a��e discovered, either prior to or after submittals are
processed, the design drawings and ��ecifications shall govern. The Contractor shall be
responsible for all dimensions which are tc� be confirmed and correlated at the job site, fabrication
processes and techniques of constructio �� coordination of his work with that of other trades and
satisfactory performance of his work. T� Contractor shall check and verify all measurements
and review submittals prior to being sub , itted, and sign or initial a statement included with the
submittal, which signifies compliance with the plans and specifications and dimensions suitable
for the application. Any deviation from the specified criteria shall be expressly stated in writing in
the submittal. �.
Shop drawings shall be submitted for the f�llowing items prior to installation:
1. All pipe
2. Reinforced steel fabrication for structu�es
3. Cast Iron structural appurtenances �.
Shop drawings must be approved by the �ngineer prior to the start of work.
D-21 CROSSING OF EXISTING UT1L IES: Where a proposed water line crosses over a
sanitary sewer or sanitary sewer servic line and/or proposed sewer line crosses over a water
line and the clear vertical distance is I s than 9 feet barrel to barrel, the sanitary sewer or
sanitary sewer service line shall be mad water tight or be constructed of ductile iron pipe. The
required length of replacement shall be determine.d by the Engineer. The material for sanitary
sewer mains and sanitary sewer laterals shall be Class 51 Ductile Iron Pipe with polyethylene
wrapping. The material for sanitary sewer service lines shall be extra strength cast iron soil pipe
with polyethylene wrapping. Adapter fitt� gs shall be a urethane or neopren� coupling ASTM
C-425 with series 300 stainless steel corr� ression straps.
Payment for work such as backfill, fit ngs, tie-ins and all other associated appurtenances
required, shall be included in the linear fo�t price of the appropriate bid item.
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D-22 EXISTiNG UTILITIES AND IMPROVEMENTS: The plans show the locations of all known
surface and subsurface structures. How„ever, the Owner assumes no responsibility for failure to
show any or all of these structures on the Plans, or to show them in their exact location. It is
mutually agreed that such failure shall n"t be considered sufficient basis for claims for additional
compensation for extra work or for incre�ing the pay quantities in any manner whatsoever.
The, Contractor shall be responsible fd, verifying the locations of and protecting all existing
utilities, service lines, or other property e�posed by his construction operations. Contractor shall
make all necessary provisions for the support, protection, relocation, and/or temporary relocation
of all utility poles, gas lines, telephone �;�bles, utility services, water mains, sanitary sewer lines,
electrical cables, drainage. pipes, and all other utilities and structures both above and below
o4iz��ss 'SC-15
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PART D - S�ECiAL CQNDITIQN�
,
ground during construction. The Contractor is liable for all damages done �to such existing
facilities as a result of his operations and any 'and all cost incurred for the protection and/or
temporary relocation of such facilities shall be included in the cost bid per linear foot of pipe
installed. NO ADDITIONAL COMPENSATION WILL BE ALLOWED.
,s
Where existing utilities or service lines are cut, broken or damaged the Contractor shall replace or
repair the utilities or service lines with the same type of original material and construction, or
better, unless otherwise shown or note� on the plans, at his own cost and expense. The
Contractor shall immediately notify the �wner of the damaged utility or service line. He shall
cooperate with the Owners of all utilitie�uto locate existing underground facilities and notify the
Engineer of any conflicts in grades and ali�nment.
a�
Any and all permanent structures such a�aparking lot surtace, fencing, and like structures shall be
replaced at no cost to the City by material�of equal value and quality as that damaged.
In case it is necessary to change or move the property of any Owner of a public utility, such
property shall not be moved or interfered with until ordered to do so by the Engineer. The right is
reserved to the owner of public utilities to enter upon the limits of the project for the purpose of
making such changes or repairs of their p�operty that may be made necessary by performance of
this contract.
The utility lines and conduits shown on th� plans are for information only and are not guaranteed
by the City of the Engineer to be accurate as to extent, location, and depth; they are shown on
the plans as the best information available at the time of design, from the owners of the utilities
involved and from evidences found on th�;ground. ?
D-23 CONSTRUCTION TRAFFIC OVEI� PIPELINES: It is apparent that certain construction
vehicles could exceed the load bearing capacity of the pipe under shallow bury conditions. It will
be the responsibility of the Contractor too protect both the new line and the existing lines from
these possibly excessive loads. The Con�tractor shall not, at any time, cross the existing or new
pipe with a truck delivering new pipe to the site. Anv damaae to the existing or new pipe will be
repaired or replaced by the Contractor, at �he Contractor's expense, to the satisfaction of the City.
In locations where it is not permissible td' cross the existing or proposed pipes without additional
protection the Contractor may elect to �,rovide additional protection of the pipes so that more
frequent crossings of the pipes a're all'bwed. It still is, however, the responsibility of the
Contractor to repair any damage to the existing or proposed lines, if the damage results from any
phase of his construction operation.
D-24 TRAFFIC CONTROL: The Con�ractor shall be responsible for providing traffic control
during the construction of this project consistent with the provision set forth in the "1980 Texas
Manual on Uniform Traffic Control Device� for Streets and Highways" issued under the authority
of the "State of Texas Uniform Act Regulating Traffic on Highways," codified as Article 6701 d
Vernon's Civil Statutes, pertinent sections being Section Nos. 27, 29, 30 and 31. In addition, the
Contractor shall comply with City of Fort V�/orth, Texas, February 1979, Traffic Control Handbook
for Construction and Maintenance Work �i-eas.
The Contractor will not remove any regul�tory sign
sign which has been erected by the City. If it is
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, instructional sign, street name sign or other
determined that a sign must be removed to p�
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PART D - SP�ECIAL CQNDITiQNS
permit required construction, the Contr�
Department, Signs and Markings Division,
case of regufatory signs, the Contractor m
meeting the requirements of the above-rE
installed prior to the removal of the perman
or if it does not meet the required specifica
temporary sign requirements are met. W.
the permanent sign can be reinstalled, the
Division to reinstall the permanent sign a
reinstallation is completed.
;tor shall contact the Transportation/Public Works
'hone Number 871-8100) to remove the sign. In the
st re,place the permanent sign with a temporary sign
erenced manual and such temporary sign must be
nt sign. If the temporary sign is not installed correctly
�ns, the permanent sign shall be left in place until the
:n construction work is completed to the extent that
:ontractor shall again contact the Signs and Markings
d shall leave his temporary sign in place until such
1. The Contractor shall furnish barrica�es, flares, etc., for the protection of the public and the
work.
2. The cost of the traffic control shall be included in the price bid for pipe complete in place
as bid in the Proposal, and no other compensation will be allowed.
3. The Contractor shall furnish a traffic control plan to the City at the pre-construction
meeting. The cost for traffic control '�hall be subsidiary to the unit prices for this project.
D-25 PAYMENT: Payment for all work �nd material involved in salvaging, abandoning, and/or
4 removing of existing facilities shall be included in the linear foot bid price of the pipe except as
follows: �
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1. Separate' payment will be made fo � r.emoval of all fire hyd�ants, gate valves 16-inch and
larger, and sanitary sewer manhole� regardless of location.
2. I�ayment will be made for salvagi�ig, abandoning, and/or removing of all other existing
facilities when said facility is not b�ing replaced in the sarr�e trench, i.e., when removal
requires a separate trenching oper� ion.
D-26 DELAYS: The Contractor shall re p.eive no compensation for delays or hindrances to the
work, except when direct and unavoidable�extra cost to the Contractor is caused by the failure of
the City to provide information or material, f any, which is to be furnished by the City. When such
extra compensation is claimed, a written atement thereof shall be presented by the Contractor
to the Engineer, and if by him found corre , shall be approved and referred by him to the Council
for final approval or disapproval; and the tion thereon by the Council shall be final and binding.
If delay is caused by specific orders giveni by the Engineers to stop work, or by the performance
of extra work, or by the failure of the City t� provide material or necessary instructions for carrying
on the work, then such delay will entitle t�e Contractor to an equivalent extension of time, his
application for which shall, however, be s�ibject to the approval of the City Council; and no such
extension of time shall release the Contractor or the surety on his pe►fiormance bond from all his
obligations hereunder which shall remain in full force until the discharge of the contract.
D-27 DETOURS: The Contractor shall „prosecute his work in such a manner as to create a
minimum of interruption to traffic and �3edestrian facilities and to the flow of vehicular and
pedestrian traffic within the project area. �!
oai2vss S��-17
PART �D � SPE�IAL CQNDITI4NS
D-28 BARRICADES AND WARNING ,SIGNS: Barricades, warning arid detour signs shall
conform to the Standard Specifications ';Barriers and Warning and/or Detour Signs," Item 524,
and/or as shown on the plans. Constru�tion signing and barricades shall conform with "1980
Texas Manual on Uniform Traffic Control '�evices, Vol. No. 1" or latest edition there of.
D-29 EXAMINATION OF SITE: It shall be the responsibility of the prospective bidder to visit
the project site and make such examinatipns and explorations as may be necessary �o determine
all conditions which may affecf constructiof� of this project. Particular attention should be given to
methods of providing ingress and egress to adjacent private and public properties, procedures for
protecting existing improvements and �isposition of all materials to be removed. Proper
consideration should be given to these details during the preparation of tl�e Proposal and all
unusual conditions which may give rise to later contingencies should be brought to the attention
of the Owner prior to the submission of the Proposal.
D-30 ZONING COMPLIANCE: During the construction of this project, the Contractor shall
comply with present zoning requirements qof the City of Fort Worth in the use of vacant property
for storage purposes. R
D-31 WATER FOR CONSTRUCTION� Water for constructiori will be furnished by the
Contractor at his own expense..
D-32 WASTE MATERIAL: All waste m�terial shall become the property of the Contractor and
shall be disposed of by the Contractor a��locations approved by the Engineer. All material shall
be disposed of in such a manner as to present a neat appearance and to not obstruct proper
drainage or to cause injury to street imprc��rements or-to abutting property.
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D-33 CLEANUP FOR F1NAL ACCEPTANCE: Final cleanup work shal! be done for this project
as soon as all construction has been co`ii�pleted. No more than seven days shall elapse after
completion of construction before "the ro�dway, right-of-way, or easement is cleaned up to the
satisfaction of the Engineer. The Contractor shall make a�final cleanup of all pa�ts of the work
before acceptance by the City of Fort VVorth or its representative. This cleanup shall include
removal of all objectionable rocks, pieces��`of asphalt or concrete and other construction materials,
and in general preparing the site of thc work in an orderly manner and appearance. 'Final
acceptance of the completed project worl� shall be given by the City of Fort Worth Department of
Engineering. e
D-34 PROPERTY ACCESS: Access `to adjacent property shall be maintained at all times
unless otherwise directed by the Engineer:
D-35 CONSTRUCTION SCHEDULE A�ID SEQUENCING OF WORK: Prior to executing the
Contract, it shall be the responsibility of the Contractor to furnish a schedule outlining the
anticipated time for each phase of con�truction with starting and' completion dates, including
sufficient time being allowed for cleanup.
D-36 SAFETY RESTRICTIONS - W0�2K NEAR HIGH VOLTAGE LlNES: The following
procedures will be followed regarding the �ubject item on this contract:
1. A warning sign not less than five ii�ches by seven inches, painted yellow with black letters
that are legible at twelve feet shall� be placed inside and outside vehicles such as cranes,
04/21/99
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PART D - SP �IAL CQNDlTIQNS
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derricks, power shovels, drilling rigs, pile drivers, hoisting•equipment or similar apparatus.
The warning sign shall read as follbws: "WARNING - UNLAWFUL TO OPERATE THIS
EQUIPMENT WITHIN SIX FEET Of� HIGH VOLTAGE LINES."
II
2. Equipment that may be operated w4�hin ten feet of high voltage lines shall have insulating
cage-type of guard about the boor� or arm, except back hoes or dippers, and insulator
links on the lift hook connections.
3. When necessary to work within six ��feet of high voltage electric lines, notification shall be
given the power company (Texas �tility Electric) who will erect temporary mechanical
barriers, de-energize the lines, or r� ise or lower the lines. The work done by the power
company shall not be at the expen of the City of Fort Worth. The notifying department
shall maintain an accurate log of a� such calls to Texas Utility Electric, and shall record
action taken in each case.
4. The Contractor is required to m,�ke arrangements with the Texas Electric Service
company for the temporary relocat;on or raising of high voltage lines at the Contractor's
sole cost and expense. �,
5. No person shall work within six fee�� of a high voltage line without protection having been
taken as outlined in Paragraph (3). �
D-37 CONTRACTOR'S RESPONSIBIL�TY FOR DAMAGE CLAIMS: The Contractor
covenants and agrees to indemnify, hold �� rmless and defend the City, and their officers, agents
servants or employees, and/or owners of��ie units and lot abutting the units in this contract from
and against any and all claims for damag or injuries, including death, to any and all persons or
property, of whatsoever kind of character whether real or asserted, arising out of or incident to
the services relating to the project to b. perFormed by said Contractor, its officers, agents,
servants or employees, under the terms and conditions of this Contract, whether or not caused by
negligence on the part of the City, or th�eir officers, agents, servants or employees; and said
Contractor does hereby covenant and ag�ee to assume all liability and responsibility of City for
injuries, claims or suits for damages to a' y and all persons or property, of whatsoever kind or
character, occurring during the term of thi agreement and arising out of or by reason of service,
covenants or agreements perFormed b said Contractor, its officers, agents, servants or
employees. Contractor likewise covenanf� and agrees to, and does hereby, indemnify and hold
harmless the City from and against any and all injuries or damages to property of City during the
performance of any of the terms and conditions of this Contract, whether arising out of or in
connection with or resulting from any and� all acts or omissions of the City, their officers, agents,
servants, or employees, or caused by n gligence on the part of City, or their officers, agents,
servants employees and/or owners of the nits and lots abutting the units in this contract.
In the event a written claim for damages gainst the Contractor remains unsettled at the time all
work on the project has been completed o the satisfaction of the Director for tHe Department of
Engineering, as evidenced by a final inspection, final payment to the Contractor shall not be
recommended by the Director of Depart ' nt of Engineering for a period of 30 days after the date
of such final inspection, unless the Con �actor shall submit written evidence satisfactory to the
Director that the claim has been settle and a release has been obtained from the claimant
involved. �r
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oai2vss �C-19
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PART D - SPE�1�1L GQNDITICaNS
Although the claim concerned remains unsettled as of the e�piration of the above 30-day period,
the Contractor may be deemed to be entitled to a semi-final 'payment for work completed, such
semi-final payment to be in an ambunt eq� ual 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 tF�;�n be recommended by the Director.
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The Director shall not recommend final payment to a Contractor against whom such a claim for
damages is outstanding for a period of �ix months following the date of the acceptance for the
work performed unless the Contractor subrnits evidence in writing satisfactory to the Director that:
1. The claim has been settled and a felease has been obtained from the, claimant involved,
or
2. Good faith efforts have been made to settle such outstanding class,, and such good faith
efforts have failed.
If condition (1). above is met at any �time within the six-month period, the Director shall
recommend that the final payment,to th��Contractor be made. If condition (2) above�is met at
any time within the six-month period, the'Director may recommend that the final payment to the
Contractor be made. At the expiration of the six-month period, the Director may recommend that
final payment be made if all other work has been performed and all other obligation of the
Contractor have been met to the satisfactian of the Director.
The Director may, if he deems it appropriate, refuse to� accept bids on other Department of
Engineering contract work from a Contractbr against whom a claim for damages is outstanding as
a result of work perFormed under a City c�ntract or under a developer-let contract for City of Fort
Worth street and/or storm drainage facilities.
D-38 SANITARY FACILITIES FOR WORKERS: The Contractor shall provide all necessary
sanitary conveniences for the use of work�rs at the project site. Specific attention is directed to
this requirement.
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D-39 LEGAL RELATIONS AND RESP�ONSIBILITIES TO THE PUBLIC: The Contractor's
particular attention is directed to the requirements of Item C-6-6, "Legal Relations and
Responsibilities to the Public" of the Fort Worth General Conditions.
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D-40 RIGHT TO AUDIT:
A. Contractor agrees that the City shall, until the expiration of three (3) y.ears after final payment
under this contract have access to and the right to examine and photocopy any directly
pertinent books, doeuments, papers and records of the Contractor involving transactions
relating to this contract. �Contractor agrees that the City shall have access during normal
working hours to all necessary Cont�actor facilities and shall be provided adequate and
appropriate work space in order to co�duct audits in compliance with the provisions of this
section. The City shall give Contractor,�reasonable advance notice of intended audits.
B. Contractor further agrees to include in �II its subcontracts hereunder a provision to the effect
that the subcontractor agrees that the ;�ity shall, under the expiration of three (3) years after
final payment under the subcontract, h�ve access to and the right to examine and photocopy
any directly pertinent books, documents, papers and records of such subcontractor, involving
,;
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o4i2vss S"G-20
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transactions to.the subcontract, and fur�fier, that City shail have access during normal working
hour.s to all subcontractor facilities, ar�� shall be provided adequate and appropriate work
space, in order to conduct audits in corr�tpliance with the provisions of this article together with
subsection (c) hereof. City shall give subcontractor reasonable advance notice of intended
aud its.
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C. Contractor and subcontractor agree tort hotocopy such documents as may be requested by
the City. The City agrees to reimburse �ontractor for the cost of copies as follows:
� 1. copies and under - 10 cents per pag,
2. more than 50 copies - 85 cents ; or the first page plus fifteen cents for each page
thereafter .
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D-41 INCREASE OR DECREASE IN QI��NTITIES: The quantities shown in the proposal are
approximate. It is the Contractor's sole r sponsibility to verify all pay item quantities prior to
submitting a bid. i�
When the quan�ity of the work to be done c�r materials to be furnished under any pay item of the,
contract is more than 125% of the quantity stated in the contract, whether stated by Owner or by
Contractor, then either party to the contract, upon demand, shall be entitled to negotiate for
revised consideration on the portion of worl� above 125% of the quantity,in the contract.
� When the quantity of the work to be done y�r materials to be furnished under any pay item of the
contract is less than 75% of the quantity ��ated in the contract, whether stated by Owner or by
Contractor, then either party to the contr ct, upon demand, shall be entitled to negotiate for
a revised consideration on the po�tion of w°rk below 75% of the quantity stated in the contract.
This paragraph shall not apply in the eve�t Owner deletes a pay item in its entirety from this
contract.
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In the event Owner and Contractor are '�nable to agree on a negotiated price, Owner and
Contractor agree that the consideration ���II be the actual field cost of the work plus 15% as
described herein below, agreed upon in w_�ting by,the Contractor and Director of Department of
Engineering and Contractor and Director o Depa�tment of Engineering and approved by the City
Council after said work is completed, sut7 ect to all other conditions of the contract. As used
herein, field cost of the work will includ the cost of all workmen, foremen, time keepers,
mechanics and laborers; all materials, sup ies, trucks, equipment rental for such time as actually
used on such work only, plus all power, f�el, lubricants, water and similar operating expenses;
and a ratable portion of premiums or� performance and payment bonds, public liability, Workers
Compensation and all other insurance r�quired by law or by ordinance. The Director of
Department of Engineering will direct the fprm in which the accounts of actual field cost will be
kept and will recommend in writing the method of doing the work and the type and kind of
equipment to be used, but such work will be performed by the Contractor as an independent
Contractor and not as an agent or employ�e of the City. The 15% of the a�ctual field cost to be
paid to the Contractor shall cover and compensate him for profit, overhead, general supervision
and field office expense, and all other el� ents of cost and expense not embraced within the
actual field cost as herein specified. Upo, request, the Contractor shall provide the Director of
Department of Engineering access to all ac' ounts, bills and vouchers relating thereto.
D-42 CUTTING OF CONCRETE: Whend�f xisting concrete is cut, such cuts shall be made with
a concrete saw. All sawing shall be subsid;�ry to the unit cost of the respective item.
oar���ss S�-21
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PART D � SY�?E�IAL �QNDITiC)NS
D-43 PROJECT DESIGNATION SIGN: �tlProject signs are required �at all�locations. It shall�be in
accordance with the attached Figure 30 (dated 9-18-96). The signs may be mounted on skids or
posts. The exact locations and method's of mounting shall be approved by the Engineer. In
addition to the 4' .x 8' project signs, project signs shall be attached to barricades used where
manhole rehabilitation, or replacement is°��being conducted. Signs suspended from barricading
shall be placed in such a way that signs do riot interfere with reflective paint or coloring on the
barricades. Barricade signs shall be in a�cordance with Figure 30, except that they shall be 1'-0"
by 2'-0" in size. The information box shall��ave the following information:
For Questions on this Project Call:
(817)871-8306 M-F 7:30 am to 4:30 p.m.
� or
(817)871-83�0 Nights and Weekends
Any and all cost for the required material�, labor, and equipment necessary for the furnishing of
Project Signs shall be considered as °� subsidiary cbst of the project and no additional
compensation will be allowed.
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D-44 CONCRETE SIDEWALK AND DI�IVEWAY REPLACEMENT: At locations in the project
where mains are required to be place�i under existing sidewalks and/or driveways, such
sidewalks and/or driveways shall be completely replaced for the full existing width, between
existing construction or expansion joints v�ith 3000 psi concrete with reinforcing steel on a sand
cushion in accordance with City of Fort 1NQrth Transportation/Public Works Department Standard
Specifications for Construction, Item 504.
At locations where mains are reqi�ired to be placed under existing curb and gutter, such curb and
gutter shall be replaced to match type �nd geometry of the removed curb and gutfer shall be
installed in accordance with City of Fort 1%Vorth Public Works Department Standard Specification
for Construction, Iterr� �02. "
Payment for cutting, backfill, concrete, for�ning materials and all other associated appurtenances
required, shall be included in the square yard price of the bid item for concrete sidewalk or
driveway repair. �
D-45 MISCELLANEOUS PLACEMENT�OF MATERIpL: Material has been allocated under
various bid items in the Proposal to establish unit prices for miscellaneous placement of material.
These materials shall be used only when " irected by the Engineer, depending on field conditions.
Payment for miscellaneous placement of aterial will be made for only that amount of material
used, measured to the nearest one-tenth!unit. Payment for miscellaneous placement of material
shall be in accordance with the General-0 Contract Documents regardless of the actual amount
used for the project. "
D-46 TYPE "C" BACKFILL: Excav�ted material used for Type "C" backfill must be
mechanically compacted unless the C�ntractor can furnish the Engineer with satisfactory
evidence the P.I. of the exca'vated material is less �then 8.* Such evidence shall be a test report
from an independent testing laboratory and must include representative samples of soils in all
involved areas, with a map showing the lo�ation and depth of the various test holes.
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04/2i/99 ��C-22
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PART D - SP�,�GIAL GCaNDITiQNS
If excavated material is obviously granula ` in nature, containing little or no plastic material, the
Engineer may waive the test report require� ient.
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See E-1.24, Type "C" Backfill, and E2.11 Trench Backfill.**
* Revised 3/20/81 ;;
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D-47 CRUSHED LIMESTONE BACKFI : Where specified on the plans or directed by the
� Engineer, Crushed Limestone shall be use for .trench backfill on this project. The material shall
conform to Public Works Standard Spe ifications for Street and Storm Drain Construction
Division 2 Item 208.2 - Materials and Division 2 Item 208.3 - Materials Sources. Trench backfill
� and compaction shall meet the requirements of E2-2 Excavation and Backfill, Construction
Specifications, General Contract Document�.
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� Payment for crushed limestone backfill in p�lace shall be made at the unit price bid in the Proposal
multiplied by the quantity of material used �easured in accordance with E2-2.16 Measurement of
Backfill Materials, Construction Specifcatiqj�s, General Co�tract Documents.
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D-48 2:27 CONCRETE: Transportatiori and Public Works Department typical sections for
Pavement and Trench Repair for Utility Cuts Figures 1 through 5 refer to using 2:27 Concrete as
a base repair. Since this call-out includes tf�e word "concrete", the consistent interpretation of the
Transportation and Public Works Departm�'�nt is that this ratio specifies two (2) sacks of cement
per cubic yard of concrete. u
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D-49 TRENCH EXCAVATION, BACK� LL, AND COMPACTION: Trench excavation and
backfill under parking lots, driveways, avel surfaced roads, within easements, and within
existing or future R.O.W. shall be in accordance with Section E1-2 Backfill and E2-2 Excavation
and Backfill of the General Contract Documents and Specifications except as specified herein.
A. TRENCH EXCAVATION: In accorda�nce with � Section E2-2 Excavation and Backfill, if the
stated maximum trench widths are ex eded, either through accident or otherwise, and if the
Engineer determines that the design I ding of the pipe will be exceeded, the Contractor will
be required to support the pipe with . an improved trench bottom. The expense of such
remedial measures shall be entirely tF•e Contractor's own. All trenching operations shall be
confined to the width of 'permanent rights-of-way, permanent easements, and any temporary
construction easements. All excavati�n shall be in strict compliance with the Trench Safety
Systems Special Condition of this doc ment.
B. TRENCH BACKFILL: Trenches whia lie outside of existing or future pavement shall be
backfilled above the top of the e� bedment material with Type "C" backfill material.
Excavated material used for Type "C�I� backfill must be mechanically compacted unless the
Contractor can furnish the Engineer v�ith satisfactory eviden�e that the P.I. of the excavated
material is less than 8. Such evidence shall be a test report from an independent testing
laboratory and must include representative samples of soils in all involved areas, with a map
showing the location and depth of th " various test holes. If excavated material is obviously
granular in nature, containing little o � no plastic material, the Engineer may waive the test
report requiremenf. See E1-2.3, Ty e"C" or "D" Backfill, and E2-2.11 Trench Backfill for
additional requirements. When Type "" backfill material is not suitable, at the direction of the
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P"ART Q - SPECIAL GQNDlT14NS
Engineer, Type "B" backfill material sl�all be used. In general, ail backfill material for trenches
in existing paved streets shall be in accordance with Figure(s) A, B, C, or D. Sand material
specified in Figure(s) A-D shall be Qbtained from an approved source and shall consist of
durable particles free of thin or elongated pieces, lumps of clay, soil, loam or vegetable matter
and shall meet the following gradation��
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Size Si�ve % Retained
#4 0-5
#16 b-20
#50 0-50
#100" 60-95
#200 90-100
s
(P.I. = 8 or less)
C. TR�ENCH COMPACTION: All trenc� backfill shall be placed in lifts per E2-2.9 Backfill.
Trenches which lie outside existing or uture pavements shall be compacted to a minimum of
90% Standard Proctor Density (A.S.T.�M. D698) by means of tamping only.
Trenches which lie under existing or,future pavement shall be backfilled per Figure A with
95% Standard Proctor Density by jetting, mechanical tamping, or a combination of inethods.
Backfill material to be mechanically �tamped must be within +-4% of its optimum moisture
content. The� top two (2) feet of sewer �ine trenches and the top eighteen (18) inches of water
line may be rolled in with heavy equipriient tires, pro'vided it is placed in lifts appropriate to the
material being used and the operation,�an be performed without damage to the installed pipe.
The City, at its own expense, will perf��rm trench compaction tests per A.S.T.M. standards on
all trench backfill. Any retesting requir�d as a result of failure to compact the backfill material
to meet the standards will be at the expense of the Contractor and will be billed at the
commercial rates as determined by tfie City. These soil density tests shall be performed at
two (2) foot vertical intervals beginnin� at a level two (2) feet above the top of the installed
pipe and continuing to the top of the ��ompleted backfill at intervals along the trench not �to
exceed 300 linear feet. The Contrac�'�r will be responsible for providing access and trench
safety system to the level of trench sbackfill to be tested. No extra compensation will be
allowed for exposing the backfill layer to be tested or providing trench safety system for tests
conducted by the City. �
D. MEASUREMENT AND PAYMENT: All material, including any and all Type "B" backfill, and
labor costs of excavation and backfill v�ill be included in the price bid per linear foot of water
and sewer pipe. �
D-50 PAVEMENT REPAIR (E2-19�: The unit price bid under the appropriate bid item of the
proposal shall cover all cost for providingapavement repair equal to or superior in composition,
thickness, etc., to existing pavement as detailed in the Public Works Department typical sections
for Pavement and Trench Repair for Utility':�uts, Figures 1 through 5.
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�QNDITiONS
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All required paving cuts shall be made wyth a concrete saw in a true and straight line on both
sides of the trench, a minimum of finrelve (1� ) inches outside the trench walls. The trench shall be
backfilled and the top nine (9) inches sh�a be filled with required materials as shown on paving
details, compacted and level with the fi , ished street surface. This finished grade shall be
maintained in a serviceable condition u�til the paving has been replaced. All residential
driveways shall be accessible at night and �,ver weekends.
a It has been determined by the Transportation and Public Works Department that the strip of
existing HMAC pavement between the existing gutter and the edge of the trench pavement repair
will not hold up if such strip of existing pavement is two�(2) feet or less in width.
� Therefore, at the locations in the project w ere the trench wall is three (3) feet or less from the lip
• of the existin utter, the Contractor sha� be re uired to remove the existin avin to such
99 9 9P 9
gutter. The pavement repair shall then be made from a minimum distance of twelve (12) inches
Ooutside the trench wall nearest the center w the street to the gutter line.
The pavement shall be replaced within ;� maximum of five (5) working days, providing job
� placement conditions will permit repaving.�' If paving conditions are not suitable for repaving, in
the opinion of the Owner, the repaving sha�` be done at the earliest possible date.
� A permit must be obtained from the Depa � ent of Engineering Construction Services Section by
the Contractor in conformance with Ordina�ice No. 3449 and/or Ordinance No. 792 to make utility
cuts in the street. The Department of Engirieering will inspect the paving repair after construction.
� This permit requirement may be waived if, work is being done under a PerFormance Bond and
inspected by the Department of Engineering.
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D-51 TRENCH SAFETY SYSTEM FOR WATER DEPARTMENT PROJECTS ONLY:
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A. GENERAL: This specification covers the trench safety requirements for all trench
excavations exCeeding depth of five () feet in order to protect workers from cave-ins. The
requirements of this item govern all tr nches for mains, manholes, vaults, service lines, and
all other appurtenances. The design �or the trench safety shall be signed and sealed by a
Registered Professional Engineer licen� ed in Texas.
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B. STANDARDS: The latest version of t�e U.S. Department of Labor, Occupational Safety and
Health Administration Standards, 29 � FR Part 1926, Sub-Part P- Excavations, are hereby
made a part of this specification and s all be the minimum governing requirements for trench
safety. ,
C. DEFINITIONS:
1. TRENCHES - A trench is referred to as a narrow excavation made below the surFace of
the ground in which the depth is greater than the width, where the width measured at the
bottom is not greater than fifteen (���5) feet.
2. BENCHING SYSTEM - Benching � eans excavating the sides of a trench to form one or a
series of horizontal level or steps,� sually with vertical or near-vertical surfaces between
levels. ��. '�
oar�vss ��-25
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PART Q — S�PEGlAL ��,1►NQITIQNS.
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3. SLOPING SYSTEM - Sloping mea�s excavating to form sides of a trench'that are inclined
away from the excavation.
4. SHIELD SYSTEM - Shield's used i� trenches are generally referred to as "trench boxes" or
"trench shields". Shield means a�tructure that is able to withstand the forces imposed on
it by a cave-in and protect wor�ers within the structure. Shields can be permanent
structures or can be designed to��be portable and move along as the work progresses.
Sfiields can be either pre-manufa��ured or job-built in accordance with OSHA standards.
5. SHORING SYSTEM - Shoring me�ans a structure such as a metal hydraulic, mechanical
or timer system that supports the sides of a trench and which is�designed to prevent cave-
ins. Shoring systems are generally comprised of cross-braces, vertical rails, (uprights),
horizontal rails (wales) and/or she�`ting.
D. MEASUREMENT - Trench depth is t�e ve�tical measurement from the top of the existing
ground to the bottom of the pipe or structures. The quantity of trench safety systems shall be
based on the linear foot amount of trer�ch depth greater than five (5) feet.
E. PAYMENT - Payment� shall be full� compensation
materials, equipment and incidentals necessary fo
safety systems.
D-52 SANITARY SEWER MANHOLES°
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for safety system design, labor, tools, �
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A. GENERAL: The installation, replacement, and/or rehabilitation of sanitary sewer manholes
will be required as shown on. the plans, and/or as described in these Special Contract
Documents in 'addition to those located in the field and identified by the Engineer. All
manholes shall be in accordance with4�ections E1-14 Materials for Sanitary Sewer Manhole�,
Valve Vaults, Etc., and E2-14 Vault� and Manhole Construction of the General Contract
Documents and Specifications, unless amended or superseded by requirements of this
Special Condition. n
1. CONCRETE COLLARS: Concrete collars will 6e required on all manholes specified as
per Figure 121.
2. WATERTIGHT MANHOLE INSEf�TS: Watertight gasketed manhole inserts shall be
installed in all sanitary sewer manholes. Inserts shall be constructed in accordance with
Fort Worth Water Department Standard E100-4 and shall be fitted and inst�alled according
to the manufacturer's recommendations. Stainless Steel manhole inserts shall be
required for all pipe diameters 18" and greater.
3. LIFT HOLES: All lift holes shall be plugged with a pre-cast concrete plug. The lift hole
shall be sealed on the outside d'f the manhole with Ram-Nek or an approved equal
sealant. The lift hole shall be sealed on the inside of the manhole with quick setting
cement grout.
4. FINAL RIM ELEVATIONS: Manhole rims in parkways, lawns and other improved lands
shall be at an elevation not more than one (1) nor less than one-half (1/2) inch above the
surrounding ground. Backfill sh�ll provide a uniform slope 'from the top of manhole
04/21/99
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PART D - SF�I� �IAL CQNDITI�'JNS
casting for not less thar� three (3) fe�t each direction to existing finish grade of the ground.
The grade of all surfaces shall be checked for proper slope and grade by string lining the
entire area regarded near the manH;ple.
Manholes in open fields, unimprov�d land, or drainage courses shall be at an elevation
shown on the drawings or minimumP f 6 inches above grade.
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5. MANHOLE COVERS: All lids shalr„have pick slots in lieu of pick holes. Manhole frames
and covers shall be McKinley, Type" N, with indented top design, or equal, with pick slots.
Covers shall set flush with the rim o the frame and shall have no larger than 1/8 inch gap
befinreen the frame and cover. � aring surfaces shall be machine finished. Locking
manhole lids and frames will be re tricted to locations within the 100-year floodplain and
areas spe�ifically designated on t e plans. Certainteed Ductile Iron Manhole Lids and
Frames are acceptable for use where locking lids are specified.
6. SHALLOW CONE MANHOLES: �� Shallow manhole construction will be used when
manhole depth is four (4) feet o� less. All shallow cone manholes shall be built in
accordance with Figure 105. All S allow �one manholes shall have a cast iron lid and
frame with pick slots. NOTE: MAI� OLES PER FIGURE 106 WILL NOT BE ALLOWED.
7. MANHOLE STEPS: No manhol� steps are to be installed on any sanitary sewer
manhole. ��
8. EXTERIOR SURFACE COATING: IlExterior surfaces of all manholes shall be coated with
two mop coats of coal tar epoxy, I�ppers "Bitumastic Super Service Black" Tnemec "46-
450 Heavy Tnemecol," or equal to, a minimum or 14 mils dry film thickness.
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9. MANHOLE JOINT SEALING: AI�� interio� and/or exterior joints on concrete manhole
sections constructed for the City � f Fort Worth Water Departme�t, excluding only the
joints using a trapped type perfor ed O-ring rubber gasket shall require Bitumastic joint
sealants as per Figure M. ,
This sealant shall be pre-formed ��nd trowelable Bitumastic as manufactured by Kent-
Seal, Ram-Nek, E-Z Stick, or equ�. The joint sealer shall be supplied in either extruded
pipe form or suitable cross-section I area or flat-tape and shall be sized as recommended
by the manufacturer and approvedl�y the Engineer. The joint sealer shall be protected by
a suitable removable wrapper and shall not in any way depend on oxidation, evaporation,
or any other chemical action for either its adhesive properties or cohesive strength. The
Joint sealer shall remain totally�l flexible without shrinking, hardening, or oxidizing
regardless of the length of time i� is exposed to the elements. The manufacturer shall
furnish an affidavit attesting to the' uccessful use of the product as a pre-formed flexible
joint sealant on concrete pipe and anhole sections for a period of at least five years.
B. EXECUTION:
� 04/21/99
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INSTALLATION OF JOINT SEALANT: Each grade adjustment ring and manhole frame
shall be sealed with the above sp�cified materials. All surfaces to be in contact with the
joint sealant shall be thoroughly c�eaned of dirt, sand, mud, or other foreign matter. A
primer shall be applied to all surfaces prior to installing the joint sealant in accordance with
the recommendations by the mar��facturer. The protective wrapper shall remain on the
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S'C-27
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PART D - SPECIAL CQNDITI4NS
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joint sealant until immediately prior to the placement of the pipe in the trench. After
removal of the protective wrapper, �he joint sealant shall be kept clean. Install frames and
cover over manhole opening with t'e bottom of the rings resting on Bitumastic joint sealer.
Frames and grade rings shall rest� n two (2) rows (inside and outside) of Bitumastic joint
sealer. .
2. SEALING AND/OR ADJUSTING ��XISTING MANHOLES: Excavate (rectangular full
depth saw cut if in pavement) adjacent to the manhole to expose the entire manhole
frame and a minimum of 6 inches of the manhole wall keeping the sides of the trench
nearly vertical.
Remove manhple frame from the manhole structure and observe the condition of the
frame and grade rings. Any frame �r grade ring that is not suitable for use as determined
by the Engineer shall be replacetl. Grade rings that are constructed of brick, block
materials other than pre-cast conc.,y��ete rings, or where necessary and approved by the
Engineer, shall be replaced with a�re-cast flattop section. Pre-cast concrete rings, or a
pre-cast,concrete flattop section will be the onl�r adjustments allowed.
In brick or block manholes, replace{the upper portion of the manhole to a point 24 inches
below the frame. If the walls or cone section below this level are structurally unsound,
notify the Engineer prior to replacement of the grade rings and manhole frame. Existing
brickwork, if damaged by the Contractor, shall be replaced at the Contractor's expense.
Wire brush manhole frame and e�cposed manhole surfaces to remove dirt and loose
debris. Coat exposed manhole su�aces with an approved bonding agent followed by an
application of a quick setting hydrau, ic cement to provide a smooth working surFace.
If the inside diameter of the manho�e is too large to safely support new adjustment rings or
frames, a flat top section shall be installed.
Joint surfaces between the frames, adjustment rings, and cone section shall be free of
dirt, stones, debris and voids to �nsure a watertight seal. Place flexible gasket joint
material along t�ie inside and outside edge of each joint, or use trowelable material in lieu
of pre-formed gasket material. Position the butt joint of each length of joint material on
opposite sides of the manhole. .No steel shims, wood, stones, or any material not
specifically accepted by the Engine�r may be used to obtain final surface elevation of the
manhole frame. �
In paved areas or future paved areas, castings shall be installed by using a straight edge
not less than ten (10) feet long so tf�at the top of the casting will conform to the slope and
finish elevation of the paved surface. The top of the casting shall be 1/8 inch below the
finished elevation. Allowances for t�e compression of the joint material shall be made to
assure a proper final grade elevatior�.
3. EXPOSED EXTERIOR SURFACE�: All exposed exterior surfaces shall be coated with
two mop coats of coal tar epoxy. opper "Bitumastic Super Service Black"; Tnemec "46-
450 Heavy Tnemecol", or equal, to � minimum of 14 mils dry film thickness.
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04/21/99 S �-2 $
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PART Q - SF��CIAL CQNDITIC�NS
4. The exterior surface of all pre-cast section joints shall be thoroughly �leaned with a wire
brush and then waterproofed with a 1/2-inch thick coat of trowelable b��tumastic joint
sealant from 6-inches below to 6-i�cf�es above the joint. The coated •joint shall then be
wrapped with 6 rnil plastic to protec��the sealant from damage during backfilling.
MEASUREMENT AND PAYMENT: T, price bid for new manhole installations shall icnclude
all labor, equipment, and materials ne essary for construction of the manhole including, but
not limited to, joint sealing, lift hole seal��g and exterior surface coating and pavement repair.
The price bid for reconstruction of exP�ting manholes shall include all labor equipment and
materials necessary for construction o� new manhole, including, but not limited to, excavation,
backfill, disposal of materials, joint sealing, lift hole sealing, exterior surface coating and
pavement repair. "
The price bid for adjusting and/or �' �aling of existing manholes shall include all labor,
equipment and materials necessary fc�' adjusting and/or sealing the manhole, including but
not limited to, joint sealing, lifthole seal�g, and exterior surface coating.
Payment for concrete collars will be � ade per each. Payment for manhole inserts will be
made per each. '
D-53 SANITARY SEWER SERVICES: Any reconnection, relocation, re-routes, replacement, or
new sanitary sewer service shall be required as shown on the plans, and/or as described in these
Special Contact Documents in addition to those located in the field and identified by the Engineer
as active sewer taps. The service conne'ctions shall be constructed by the Contr.actor utilizing
standard factory manufactured tees. City�'� approved factory manufactured saddle taps may be
used, but only as directed by the Enginee �. The decision to use saddle taps as opposed to tees
shall be made on a case by case basis. l'�he Contractor shall be responsible for coordinating the
scheduling of tapping crews with buildin� owners and the Engineer in order that the work be
performed in an expeditious manner. A mini�num of 24 hours advance notice shall be given when
taps will be required. Severed service cQnnections shall be maintained as specified in section
C6-6.15.
A. SEWER SERVICE RECONNECTION: When sewer service reconnection is called for the
Contractor shall vertically adjust the e�icisting sewer service line as required for reconnection
and furnish a new tap. The fittings u ed for vertical adjustment shall consist of a maximum
bend of 45 degrees. The tap shall be�located so as to line up with the service line and avoid
any horizontal�adjustment. For open t applications, all sanitary sewer service lines shall be
replaced to the property or easemen� line, or as directed by the Engineer. Sanitary sewer
services on sewers being rehabilitate, using pipe enlargement methods shall be replaced to
the properfy or easement line or as � irected by the Engineer. Procedures listed below for
Sewer Service Replacement sfiall be adhered to for the installation of any sewer service line
including the incidental four (4) feet of service line which is included in the price bid for
Sanitary Sewer Taps. Payment for work such as backfill, saddles, tees, fittings incidental four
(4) feet of service line and all other a`ssociated appurtenances required shall be included in
the price bid for Sanitary Sewer Taps. i�
B. SEWER SERVICE REPLACEMENT� All building sewer services encountered during
construction shall be adjusted and%or ��eplaced by the Contractor as directed by the Engineer
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04/21/99 � C-29
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PART D - SPECI�IL GQNQITiQNS
as required for the connection of the �ewer service line. If the sewer service line is in such
condition or adjustment necessit�tes tt�e replacement of tlie sewer service line; all work shall
be performed by a licensed plumber. jl"he length of the replacement shall be determined by
the Engineer. All sewer services shall�be installed at a minimum of twor (2) percent slope or
as approved by the Engineer. Conne�tion to the existing sewer service line shall be made
with appropriate adapter fitting. The fi#ting shall be a urethane or neoprene coupling A.S.T.M.
C-425 with series 300 stainless steel compr�ssion straps.
Payment for work and materials such,as backfill, pipe fittings, surface restoration on private
property (to match existing), and all otf�er associated work for service �'eplacements in excess
of four (4) linear feet shall be included� in the linear foot price bid for sanitary sewer service
line replacement. Payment for all wor�C and material involving' the "tap" shall be 'included in
the price bid for san,itary sewer service��aps.
D-54 �NOT USED
D-55 REMOVAL, SALVAGE, AND ABANDONMENT OF EXISTING • FACILITIES: Any
removal, salvaging and/or abandonment of existing facilities will necessarily be required as shown
on the plans, and/or described in these Sp`ecial Contract Documents in addition to those located
in the field and identified by the Engineer. This work shall be done in accordance with Section
E2-1.5 Salvaging of Material and E2-2.7 F2�emoving Pipe, of the General Contract Documents and
Specifications, unless amended or supersc�ed by requirements of this Special Condition.
A. SALVAGE OF EXISTING WATER M�TER AND METER� BOX: Existing water meter and
meter box shall be removed and returned to the, Water Department warehouse by the
Corrtractor in accordance with Section �2-1.5 Salvaging of Materials.
B. SALVAG.E OF EXISTING WATER METER AND CONCRETE VAULT LID: Existing water
meter and concrete vault lid shall be removed and returned to the Water Department
warehouse by the Contractor in accord�nce with Section E2-1.5 Salvaging of Materials. The
concrete vault shall be demolished in��place to a point not less than 18 inches below final
grade. The concrete vault shall then b;� backfilled and compacted in accordance with backfill
method as specified in Section E2-2.9 �Backfill. Backfill material shall be suitable excavated
material approved by the Engineer. ,Surface restoration shall be compatible with existing
surrounding surface and grade.
C. SALVAGE OF EXISTING FIRE HYDRANTS: Existing ,fire hyd�rants shall be removed and
returned to the Water Department warehouse by the Contractor 'in accordance with Section
E2-1.5 Salvaging of Materials. The voi� shall be backfilled and compacted in accordance with
backfill method as specified in Sectio� E2-2.9 Backfill. Backfill material shall be suitable
excavated material approved by the Er�gineer. Surface restoration shall be compatible with
existing surrounding surface and gr�,de.
D. SALVAGE OF EXISTING GATE VAL�%E:. Existing gate valve and valve box and lid shall be
removed and returned to the Water D�partment wareHouse by the Contractor in accordance
with Section E2-1.5 Salvaging of Materi�ls. The void area caused by the valve removal
shall be backfilled and compacted in a�cordance with backfill method as specified in Section
E2-2.9 Backfill. Backfill material sha�l be suitable excavated material approved by the
Engineer. Surface restoration shall ��e compatible with existing surrounding surface and
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PART D- SP C�AL CQNDITIQNS
grade. If the valve is in a concrete vaui�, th� vault shall be derrtolished in place to a point no
less than 18" below final grade. �
E. ABANDONMENT OF EXISTING GAT� VALVE: Existing gate valve and box lid shall be
abandoned by first closing the valve to t�e fully closed position and demolishing the valve box
in place to a point not less than 18 inch�s below final grade. Concrete shall then be used as
backfill material to match existing grade�
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F. ABANDONMENT OF EXISTING VAULTS: Vaults to be demolished in place shall have top
slab and lid removed and vault walls I emolished to a point not less than 18" below final
gr�de. The void area caused shall th n be backfilled and compacted in accordance with
backfill method as specified in Sectio E2-2.9 Backfill. Backfill material shall be suitable
excavated material approved by the E gineer. Surface restoration shall be compatible with
the existing surrounding grade.
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G. ABANDONMENT OF MANHOLES: M�nholes to be abandoned in place shall have all pipes
entering or exiting the structure plugg d with lean concrete. Manhole top or cone section
shall be removed to the top of the full barrel diameter section, or to point not less than 18
inches below final grade. The structure'Ishall then be backfilled and compacted in accordance
with backfill method as specified in S" ction E2-2.9 Backfill. Backfill material may be either
clean washed sand of clean, suitable cavated material approved by the Engineer. Surface
restoration shall be compatible with surrounding service surface. Payment for work involved
in backfilling, plugging of pipe(s) and alV�other appurtenances required, shall be included in the
appropriate bid item - Abandon Existin� Sewer Manhole.
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H. REMOVAL OF MANHOLES: Manholels to be removed shall have all pipes entering or exiting
the structure disconnected. The co lete manhole, including top or cone section, all full
barrel diameter section, and base se ion shall be removed. The excavation shall then be
backfilled and compacted in accordan e with backfill method as specified in Section E2-2.9
Backfill. Backfill material may be with II ype C Backfill or TypeN B Backfill, as approved by the
Engineer. Surface restoration shall be compatible with surrounding surface.
I. CUTTING AND PLUGGING EXISTIN � MAINS: At various locations on this project, it may be
required to cut, plug, and block existing water mains/services or sanitary sewer
mains/services in order to abandon these lines. Cutting and plugging existing mains and/or
services shall be considered as incidental and all costs incurred will be considered to be
included in the linear foot bid price of tl�e pipe, unless separate trenching is required.
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J. REMOVAL OF EXISTING ,PIPE: Wh�re removal of the existing pipe is required, it shall be
the Contractor's responsibility to properly dispose of all removed pipe. All removed valves,
fire hydrants and meter boxes shal�� be delivered to Water Department Field Operation,
Storage Yard.
K. PAYMENT: Payment for all work a� d material involved in salvaging, abandoning and/or
removing existing facilities shall be in�luded in the linear foot bid price of the pipe, except as
follows: separate payment will be m�'de for removal of all fire hydrants, gate valves, 16 inch
and larger, and sanitary sewer manh�es, regardless of location.
04/21/99 � C-3 �
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PART D - SPE�IAL CQNDITlQNS
Payment will be made for salvaging,�` bandoning and/or removing all other existing facilities
when said facility is not being repla�d in the same trench (i.e., when removal requires a
separate trench).
D-56 DETECTABLE WARNlNG TAPES: Detectable underground utility warning tapes which
can be located from the surface by a pip� detector shall be installed directly above non-metallic
water and sanitary sewer pipe. The detec�able tape shall be "Detect Tape" manufactured by Allen
Systems, Inc. or approved equal, and Shall consist of a minimum thickness 0.35 mils solid
aluminum foil encased in a protective inert plastic jacket that is impervious to all known alkalis,
acids, chemical reagents and solvents fo�nd in the soil. The minimum overall thickness of the
tape shall be 5.5 mils, and the width shall�ot be less than two inches with a minimum unit weight
of 2'/2 pounds/1 inch/100'. The tape sh II be color coded and imprinted with the message as
follows: �
Tvpe of Utilifv
Water
Sewer
Color Code
M
Safety Blue;i
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Safety Gre�n
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Leaends
Caution! Buried Water Line Below
Caution! Buried Sewer Line Below
Installation of detectabl� tapes shall be per manufacturer's recommendations and shall be as
close to the grade as is practical for optimt�am protection and detectability. Allow a minimum of 18
inches befinreen the tape and the pipe. Payment for work such as bacfcfill, bedding, blocking,
detectable tapes, and all other associate� appurtenances required shall be included in the unit
price bid for the appropriate bid item(s).
D-57 PlPE CLEANING: Joints shall be �viped and then inspected for proper installation by the
inspectors. Each joint shall be swept daily and kept clean during installation. A temporary night
plug shall be installed on all exposed pipe ends during any period of work stoppage.
D-58 BARRICADES, WARNINGS, A�D FLAGMEN: Reference Part C- General
Conditions, Section C6-6.8 Barricades, ,yVarnings, and Watchmen:
A. Wherever the word Watchmen appe�rs in this paragraph, it shall be changed to the word
Flagmen.
B. In the first paragraph, lines five (5) nd six (6), change the phrase "take all such other
precautionary measures" to "take all re��sonable necessary measures".
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D-59 DISPOSAL OF SPOIL/FILL MATERIAL: Prior to the disposing of any spoil/fill material,
the Contractor shall advise the Director o� Engineering Department, acting as the City of Fort
Worth's Flood Plain Administrator ("Administrator"), of the location of all sites where the
Contractor intends to dispose of such matei-ial. Contractor shall not dispose of such material until
the proposed sites have been determined�by the Administrator to meet the requirements of the
Fl,00d Plain Ordinances of the City of Fort`Worth (Ordinance No. 10056). All disposal sites must
be approved by the Administrator to ensure that filling is not occurring within a floodplain without
a permit. A floodplain permit can be issued upon approval of necessary Engineering studies. No
fill permit is required if disposal sites are not in a floodplain. Approval of the Contractor's disposal
sites shall be evidenced by a letter signed by the Administrator stating that the site is not in a
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P'ART D - SP�CIAL CC�NQITI4NS
known flood plain or by a Flood Plain F��I Permit authorizing fill within the flood plain. Any
expenses associated with obtaining the fill�permit, incl�ding any necessary Engineering studies,
shall be at the Contractor's expense. I fh� event that the Contractor disposes of spoil/fill
material at a site without a fill permit or a I� er from the administrator approving the disposal site,
upon notification by the Director of Engine ring Department, Contractor shall remove the spoil/fill
material at its expense and dispose of suc�-i materials in accordance with the Ordinances of the
City and this section. �
D-60 MECHANICS AND MATERIALMEN'S LIEN: The Contractor shall be required to execute
a release of inechanics and materialmen's �iens upon receipt of payment.
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D-61 SUBSTITUTIONS: The specifications for materials set out the minimum standard of
quality which the City believes �ecessary o procure a satisfactory project. No substitutions will
be permitted until the Contractor has re ived written permission of the Engineer to make a
substitution for the material which has bee specified. Where the term "or equal", or "or approved
equal" is used, it is understood that if a ma rial, product, or piece of equipment bearing the name
so used is furnished, it will be approvable, �s the particular trade name was used for the purpose
of establishing a standard of quality acce�table to the City. �If a product of any other name is
proposed for use, the �Engineer's approval thereof must e o�tained before the proposed
substitute is procured by the Contractor. 11�Yhere the term "or equal"; or "or approved equal" is not
used in the spec'ifications, this does not�necessarily exclude alternative items or material or
equipment which may accomplish the inte � ded purpose. However, the Contractor shall have the
full responsibility of proving that the propo ed. substitution is, ih fact, equal, and the Engineer, as
the representative of the City, shall be th sole judge of the �cceptability of substitutions. The
provisions of this sub-section as related �"substitutions" s''�all be applicable to all sections of
these specifications. ��
D-62 PRE-CONSTRUCTION TELEVISIQN INSPECTION O SANITARY SEWER
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A. GENERAL: Prior to the reconstructioll , ALL sections of existing sanitary sewer lines to be
abandoned, removed (except =where �eing replaced in the same location), or rehabilitated
(pipe enlargement, cured-in-place pip fold and form pipe, slip-line, etc.), shall be cleaned,
and a television inspection performed o identify any active sewer service taps, other sewer
laterals and their location. Work shall � onsist of furnishin� all labor, material, and equipment
necessary for the cleaning and inspection of the sewet� lin�s by means of closed circuit
television. Satisfactory precautions shall be taken to prc�tect the sewer lines from damage
that might be inflicted by the improper use of cleaning equi�ment.
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1. HIGH VELOCITY JET (HYDROC � ANING) EQUIPMENT: The high-velocity sewer line
cleaning equipment shall be cons ructed for easy an'd safe operation. The equipment
shall also have a selection of tw or more high-veloQity nozzles. The nozzles shall be
capable of producing a scouring a tion from 15 to 45 egrees in all size lines designated
to be cleaned. Equipment shall al include a high-v �ocity gun for washing and scouring
manhole walls and floor. The gun shall be capable of roducing flows from a fine spray to
a solid stream. The equipment shall carry its own w ter tank, auxiliary engines, pumps,
and hydraulically driven hose reel. ,
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'Hydraulically Propelled Equipment hall be of a mova�le dam type and be constructed in
such a way that a portion of the am may be collapsed at any time during the cleaning
04/21/99 ��-33
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P'ART D - S(?ECIAL CQNDITIC�NS
operation to protect against floodir�g of the sewer. The movabie dam shall be equal in
diameter around the outer periphery to er�sure removal of grease. If sewer cleaning balls
or other equipment wtiich cannot' �be collapsed is used, special precautions to prevent
flooding of the sewers and public �3r private property shall be taken. The flow of sewage
present in the sewer lines shall be "t�tilized to provide necessary fluid for hydraulic cleaning
devices whenever possible.
2. CLEANING PROCEDURES: The designated sewer manholes shall be cleaned using
high-velocity jet equipment. The aequipment shall be capable of removing dirt, grease,
rocks, sand,,and other materials ar�d obstructions from the sewer lines and manholes. If
cleaning of an entire section cannot be successfully performed from one manhole, the
equipment shall be set up on the o�her manhole and cleaning again attempted. If; again,
successful cleaning cannot be performed or equipment fails to traverse the entire manhole
section, it will be assumed that a,r�ajor blockage exists, and the cleaning effort shall be
abandoned. VVhen ad'ditional qua�tities of water from fire hydrants is necessary to avoid
delay in normal working procedi�res, the water shall be conserved and not usetl
unnecessarily. No fire hydtant sh��l be obstructed in case of a fire in the area served by
the hydrant. Before using any ,water from the City Water Distribution System, the
Contractor shall apply for and r�ceive permission from the Wat�r Department. The
Contractor shall be responsible for the water meter and related charges for the setup,
including the water usage bill. All e�Cpenses shall be considered incidental to cleaning.
3. DEBRIS REMOVAL AND DISPOSQL: All sludge, dirt, sand, rock, grease, and other solid
or semisolid material resulting frbm the cleaning operation shall be removed at the
downstream manhole of the sec�i�n being cleaned. Passing material from manhole
section to manhole section, which ;�ould cause line stop'pages, accumulations of sand in
wet wells, or damage pumping equ�pment, shall not be permitted.
4. All solids or semisolid resulting from the cleaning operations shall be removed from the
site and disposed of at a site designated by the Engineer. All materials shall be removed
from the site no less often than at the end of each workday and disposed of at no
additional cost to the City.
5. UNDER NO CIRC�MSTANCE SH/�LL SEWAGE OR SOLIDS REMOVED THEREFROM
BE DUMPED ONTO STREETS OR INTO DITCHES, CATCH BASINS, STORM DRAINS
OR SANITARY SEWER MANHOLES.
6. TELEVISION INSPECTION EQUI�MENT: The television camera used for the inspection
shall be o,ne specjfically designed and constructed'for such inspection. Lighting for the
camera shall be suitable to allow ��clear picture of the entire periphery of the pipe. The
camera shall be operative in 100°/Q'humidity conditions. The camera, television ri�onitor,
and other components of the video ystem shall be capable of producing picture quality to
the satisfaction of the Engine�r; an if unsatisfactory, equipment shall be removed and no
payment will be made for an unsatisfactory inspection.
B. EXECUTION:
TELEVISION INSPECTION: The'•.camera shall be moved through the line in either
direction at a moderate rate, stoppi,ng when necessary to permit proper documentation of
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PART Q - S���IAL CC�NQiTIQNS
aany sewer service taps. In no case,�viil the television camera be pulied at a speed greater
than 30 feet per minute. Manual winches, power winches, N cable, and powere�
a rewinds or other devices that do" n"ot obstruct the camera view or interfere with proper
documentation shall be used to mo��e the camera through the sewer line.
When manually operated winches re used to pull the television camera through the line,
� telephones or other suitable mean of communications shall be set up between the two
manholes of the section being i spected to ensure „good communications between
members of the crew.
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The imoortance of accurate dist'�nce measurements . is emohasized. All television
inspection videc� tapes shall have � footage counter. Measurement for location of sewer
service taps shall be above groun by means of ineter device. Marking on the cable, or
the like, which would require inte polation for depth of manhole, will not be allowed.
Accuracy of the distance meter sha,ll be checked by use of a walking meter, roll-a-tape, or
other suitable device, and the accu��cy shall be satisfactory to the Engineer.
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The City makes no guarantee that �II of the sanitary sewers to be entered are clear for the
passage of a camera. The method,� used for securing passage of the camera are to be at
the option of the Contractor. The cost of retrieving the Television camera, under all
circumstances, when it becomes lodged during inspection, shall be incidental to Television
inspection.
2. DOCUMENTATION: Television In�pection Logs: Printed location records shall be kept
by the Contractor and will clearly ��ow the location in relation to an adjacent manhole of
each sewer service taps obser��d during inspection. In addition, other points of
significance such as locations of �lunusual conditions, roots, storm sewer connections,
broken pipe, presence of scale nd corrosion, and other discernible features will be
recorded, and a copy of such reco s will be supplied to the City.
3. PHOTOGRAPHS: Instant developing, 35 mm, or other standard-size photographs of the
television picture of problems shall be taken by the Contractor upon request of the
Engineer, as long as such pho�� graphing does not interfere with the Contractor's
operations.
4. VIDEOTAPE RECORDINGS: Th�purpose of tape recording shall be to supply a visual
and audio record of problem ar s of the lines that may be replayed. Video tape
recording playback shall be at the same speed that it was recorded. The television tapes
shall be furnished to the City for� eview immediately upon completion of the television
inspection and may be retained a�'r�aximum of 30 calendar days.
Equipment shall be provided to th� City by the Contractor for review of the tapes. Tapes
will be returned to the Contractor upon completion of review by the Engineer. Tapes shall
not be erased without the permission of the Engineer.
If the tapes are of such poor quali�y that the Engineer is unable to evaluate the condition
of the sewer line or to locate serv��Ce connections, the Contractor shall be required to re-
televise and provide a good tape �f the line at no additional cost to the City. If a good
tape cannot be provided of suc quality that can be reviewed by the Engineer, no
payment for televising this portion shall be made. Also, no payment shall be made for
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oaiz�iss �C-35
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PART D - SPECIAL GQNDITIONS
portions of IineS not televised or portions where manholes cannot be negotiated with the
television camera. ;
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THE TAPES SHALL BE SUBMITT�D TO THE ENGINEER PRIOR TO CONSTRUCTION
FOR REVIEW AND DETERMINATION OF SAGS. Upon completion of review of the
tapes by the Engineer, the Contractor will be notified as�to which sections of the sanitary
sewer are to be corrected. Tape�;will be returned to the Contractor� upon completion of
review by the Engineer. '
All costs associated with this work shall be incidental to unit prices bid for items under
Television Inspection of the Propos�al.
C. PAYMENT OF CLEANING AND PR,�-CONSTRUCTION TELEVISION INSPECTION OF
SANITARY SEWERS: The cost for P�e-Construction Cleaning and Television Inspection of
sanitary sewers shall be per linear fq;ot of sewer actually televised. The Contractor shall
provide the Engineer with tapes of a qUality that the particular piece of sewer can be readily
evaluated as to existing sewer conditions and for providing appropriate means for review of
the tapes by the Engineer including collectioh and removal, transportation and disposal of
sand and debris from.the sewers to a I�gal dump site.
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Television inspection shall include nec�ssary cleaning (hydraulic jet or rnechanical cleaner) to
provide video image required for line arialysis.
The primary purpose of cleaning is for,television inspection and rehabilitation; when a portion
of a line is not or cannot be televised oi� rehabilitated, the cleaning of that portion of line shall
be incidental and no payment shall be made.
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The City makes no guarantee that all p�f the sanitary sewers to be entered are clear for the
passage of a camera. The methods us�d for securing passage of the camera are to be at the
option of the Contractor, and the costs must be included in the bid price for TV I�nspections.
The cost of retrieving the N Camera, under all circumstances, when it becomes lodged
during inspection, shall be incidental to "�ffV Inspection.
The item shall also include all costs of installing and maintaining
required to provide reliable, regular sewer service to the area residents
shall be incidental to the project. ,'
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. All bypass pumping
D-63 VACUUM TESTING OF SANITARY, SEWER MANHOLES
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A. GENERAL: This item shall govern the vacuum testing of all newly constructed sanitary sewer
manholes. o
B. EXECUTION:
1. TEST PROCEDURE: Manholes sl�all be tested with all connections in place. Lift holes
shall be plugged, and all drop-connections and gas sealing connections shall be installed
prior to testing. '
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The sewer lines entering the manhole shall be plugged and braced to prevent the plugs
from being drawn into the manhvle"' The plugs shall be installed in the lines beyond the
drop-connections, gas sealing �onn ctions, etc. The test head shall be placed inside the
frame at the top of the manhole nd inflated in accordance with the manufacturer's
recommendations. A vacuum of t inches of inercury (10"Hg) shall be drawn and the
vacuum pump will be turned off. With the valve close.d, the.level of vacuum shall be read
after the required test time. The re�quired test time shall be determined from the Table I
below in accocdance with ASTM C1 �44-93:
Table I
MINIMUM TIME RE�UIRED FOR VACUUM DROP
OF 1" Hg (10"Hg - 9"Hg) (SEC)
Depth of MH. 48-InT h Dia. 60-Inch Dia.
(FT.) Ma'� hole Manhole
0 to 16' 40 ec. 52 sec.
18' 45 sec. 59 sec.
20' SO��sec. .65 sec.
22' 55��!sec. 72 sec.
24' 5��sec. 78 sec.
26' 6 sec. 85 sec.
28'
30'
For Each
Additional 2'
6� sec.
74� sec.
5� ec.
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91 sec.
98 sec.
6 sec.
� 2. ACCEPTANCE: The manhole sh�ll be considered acceptable, if the drop in the level of
vacuum is less than one-inch of� mercury (1" Hg) „after the required test time. Any
manhole which fails to pass the ini al test must be repaired with a suitable material which
� conforms to the construction mate �al of the manhole. The manhole shall be retested as
described above until it has successfully passed the test.
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Following completion of a succes ful test, the manhole shall be restored to its normal
condition, all temporary plugs shall e removed, all braces, equipment, and debris shall be
removed and disposed of in a man er satisfactory to the Engineer.
C. PAYMENT: Payment for vacuum testing of sanitary sewer manholes shall be paid at the
contract price per each vacuum test. �1This price shall include all material, labor, equipment,
and all incidentals, including all bypa�s pumping, required to complete the test as specified
herein. ��
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D-64 BYPASS PUMPING: The Contractor shall bypass the sewage around the section or
sections of sewer to be rehabilitated anc'/or replaced. The bypass shall be made by plugging
existing upstream manhole and pumpinc� the sewage into a downstream manhole or adjacent
system or other method as may be appr�ed by the Engineer. The pump and bypass lines shall
be of adequate capacity and size to han „e the flow without sewage backup occurring to facilities
connected �to the sewer. Provisions shall be made at driveways and street crossings to permit
safe vehicular travel without interrupting �ow in the bypass system. Under no circumstances will
o4iz��ss �C-37
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PART D - S1�EClAL CQNDiTf4NS
the Contractor be permitted to discharge:sewage into the trenches. Payment shall be incidental
to rehabilitation or replacement of the sewer line.
D-65 POST-CONSTRUCTION TELEVI�ION INSPECTION OF SANITARY SEWER:
A. GENERAL: After construction, ALL s,ections of •sanitary sewer lines shall have a television
inspection perFormed. �Work shall c�nsist of furnishing all labor, material, and equipment
necessary for inspection of the sewer lines by means of closed circuit television. Satisfactory
precautions shall'be taken to protecf the sewer lines from damage that might be inflicted by
the improper use of cleaning equipmerit.
�B
B. TELEVISION INSPECTION EQUIPM�NT: The television camera used for the i,nspection
shall be one specifically designed a�d constructed for such inspection. Lighting for the
camera shall be operative in 100% h�midity conditions. The camera, television monitor, and
other components of the video syste� shall be capable of producing picture quality to the
satisfaction of the Eng�neer; and if �unsatisfactory, equipment shall be removed and no
payment will be made for an unsatisfactory.inspection.
C. EXECUTION:
1. TELEVISION INSPECTION: The° camera shall be moved through the ,line in either
direction.at a moderate rate, stopp;�g when necessary to permit proper documentation of
any sewer service taps. In no cas� will �the television,camera be pulled at a speed greater
than 30 feet per minuie. Manual winches, power winches, N cable, and powered
rewinds or other devices that do r�ot obstruct the camera view or interfere with proper
documentation shall be used to mo�ve the camera through the sewer line.
When manually operated winches �re used to pull the° television camera through the line,
telephones or other suitable means of communications shall be set up between the two
manholes of the section being i,nspected to ensure good comm'unications between
members of the crew.
The importance of accurate dist�nce measurements is emuhasized. All television
inspection video tapes shall have � footage counter. Measurement for location of sewer
service taps shall be above ground' by means of ineter device. Marking on the cable, or
the like, which would require inte�polation for depth of manhole, will not be allowed.
Accuracy of the distance meter shall be checked by use of a walking meter, roll-a-tape, or
other suitable device, and the accur,�acy shall be satisfactory to the Engineer.
:
The City makes no guarantee that �il of the sanitary sewers to be entered are clear for the
passage of a camera. The methods used for securing passage of the camera are to be at
the option of the Contractor. Th�' cost or retrieving the Television camera, under all
circumstances, when it becomes lod�,ged during inspection, shall be incidental to Television
inspection.
Sanitary sewer mains must be laced with enough water to fill all low pints. The television
inspection must be done immediately following the lacing of the main with no water flow.
If sewer is active, flow must be �estricted to provide a clear image of sewer being
inspected.
04/21/99
SC-38
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PART D - S�ECIAL C4NDITi4NS
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2. DOCUMENTATION: Television Ir� pection Logs: Printed location records shall be kept
by the Contractor and will clearly ow the location in relation tc an adjacent manhole of
each sewer service tap observed d�ring inspection. All television logs shall be referenced
to stationing as shown on the plan�� A copy of these television logs will�be supplied to the
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3. PHOTOGRAPHS: Instant develop; g, 35 mm, or other standard-size photographs of the
television picture of problems sh II be taken by the Contractor upon request of the
� Engineer, as long as such pho� graphing does not interfere with the Contractor's
operations. ��
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4. VIDEOTAPE RECO'RDINGS: The��purpose of tape recording shall be to supply a visual
and audio record of problem are'as of the lines that may be replayed. Video tape
recording playback shall be at the same speed that it was recorded. The television tapes
shall be furnished to the City for review immediately upon completion of the television
inspection and may be retained a maximum of 30 calendar days. Equipment shall be
provided to the City by the Contractor fo� review of the tapes. Tapes will be returned to
the Contractor upon completion of�review by the Engineer. Tapes shall not be erased
without the permission of the Engin�er.
If the tanes are of such noor aualit� that the Enaineer is unable to evaluate the condition.
of the sewer line or to locate servi e connections. the Contractor shall be required to re-
televise and orovide a aood tade a�F the line at no additional cost to the Citv. If a good
tape cannot be provided of such�l quality that can be reviewed by the Engineer, no
payment for televising this portion ��hall be made. Also, no payment shall be made for
portions of lines not televised or p��tions where manholes cannot be negotiated with the
television camera. "
D. PAYMENT OF POST-CONSTRUCI�,�ON TELEVISION INSPECTION OF SANITARY
SEWERS: The cost for post-construction Television Inspection of sanitary sewers shall be
per linear foot of sewer televised. Thei�Contractor shall provide the Engineer with tapes of a
quality that the particular piece of sewer can be readily evaluated as to sewer conditions and
for providing appropriate means for review of the tapes by the Engineer.
Television inspection shall include necessary cleaning (hydraulic jet or mechanical cleaner) to
provide video image required for line�- analysis. The quantity of N inspection shall be
measured as the total length of new pi� installed. All costs associated with this work shall be
included in the appropriate bid item - P t-Construction Television Inspection.
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The item shall also include all costs . of installing and maintaining any bypass pumping
required to provide reliable, regular se r service to the area residents. All bypass pumping
shall be incidental to the project. n
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D-66 SAMPLES AND QUALITY CONTR�I L TESTING:
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A. The Contractor shall fumish, at its owr�� expense, certifications by a private laboratory for all
materials proposed to be used on the p�-oject, including a mix design for any asphaltic and/or
Portland cement concrete to be used, and gradation analysis for sand and crushed stone to
be used along with the name of the p�� from which the material was taken. The contractor
� oaizvss SC-39
PART D - St�EC1AL CQNDITlQNS
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shaii provide manufacturer's,certificatio�s for all manufactured items to be used in the project
and will bear any expense related ther�to.
B. Tests of the design concrete mix shall be made by the contractor's laboratory at least nine
days prior to the placing of concrete using the same aggregate, cement, and mortar which are
to be used later in the concrete. The Contractor shall provide � certified copy of the test
results to the City. °
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C. Quality control testing of in-place material on this project will be performed by the city at its
own expense. Any retesting required, as a result of failure of the material to meet project
specifications will be at the expense of the contractor and will be billed at commercial rates as
determined by the City. The failure of�the City to make any tests of materials shall in no way
relieve the contractor o� its responsibilit�r to furnish materials and equipment conforming to the
requirements of the contract. a�
D. Not less than 24 hours notice shall be provided to the City by the Contractor for operations
requiring testing. The Contractor shall, provide access and �trench safety system (if required)
for the site to be tested, and any work effort involved is deemed to be included in the unit
price for the item being tested.
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E. The Contractor shall provide a copy of,the trip ticket for each load of fill material delivered to
the job site. The ticket shall specify the� name of the pit supplying the fill material.
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D-67 TEMPORARY EROSION, SEDIMENT, AND WATER POLLUTION CONTROL:
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A. DESCRIPTION: This item shall co�sist of temporary soil erosion sediment and water
pollution control measures deemed necessary by the Engineer for the duration of the
contract. These control measures sh�ll at no time be used as a substitute for the permanent
control measures unless otherwise d�irected by the Engineer and they shall not include
measures taken by the CONTRACTOR to control conditions created by his construction
operations. The -temporary measures shall include dikes, dams, berms, sediment basins,
fiber mats, jute netting, temporary se��ing, straw mulch, asphalt mulch, plastic liners, rubble
liners, baled-hay retards, dikes, slope tlrains and other devices.
B. CONSTRUCTION REQUIREMENTS: �The Engineer has the authority to define erodible earth
and the authority to limit the surFace;�rea of erodible-earth material exposed by preparing
right-of-way, clearing and grubbing, t�ie surface area of erodible-earth material exposed by
excavation, borrow and to direct the �ONTRACTOR to provide temporary pollution-control
measures to prevent contamination of adjacent streams, other water courses, lakes, ponds or
other areas of water impoundment. Such work may involve the construction of temporary
berms, dikes, dams, sediment basins;� slope drains and use of temporary mulches, mats,
seeding, or other control devices or m�thods directed by the Engineer as necessary to control
soil erosion. Temporary pollution-control measures shall be used to prevent or correct
erosion that may develop during construction prior to installation of permanent pollution
control features, but are not associated with permanent control features on the project. The
Engineer will limit the area of preparing right-of-way, clearing and grubbing, excavation and
borrow to be proportional to the CONTRACTOR'S capability and progress in keeping the
finish grading, mulching, seeding, and other such permanent pollution-control measures
current in accordance with the accepted schedule. Should seasonal conditions make such
w.
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PART D - SPECIAL, CQNDITIONS
limitations unrealistic, temporary soil-er�sion-control measures shall be performed as directed
by the Engineer.
� 1. Waste or disposal areas and Con�truction roads shall be located and constructed in a
manner that will minimize the amo�ii�t of sediment entering streams.
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2. When work areas or material so�ces are located in or adjacent to live streams, such
areas shall be separated from the stream by a dike or other barrier to keep sediment from
entering a flowing stream. Care shall be taken during the construction and removal of
such barriers to minimize the muddying of a stream.
3. All waterways shall be cleared as �oon as practicable of false work, piling, debris or other
obstructions placed during constru ��„tion operations that are not a part of the finished work.
4. The Contractor shall take sufficien� precautions to preven't pollution of streams, lakes and
reservoirs with fuels, oils, bitumen , calcium chloride or other harmful materials. He shall
conduct and schedule his operatio s so as to avoid or minimize siltation of streams, lakes
and reservoirs and to �avoid interfe �,�nce with movement of migratory fish.
C. MEASUREMENT AND PAYMENT: A11 work, materials and equipment necessary to provide
temporary erosion control shall be con,sidered subsidiary to the contract and no extra pay will
be given for this work.
D-68 INGRESS AND EGRESS/OBST ��UCTION OF ACCESS TO DRIVES: The Contractor
shall provide ingress and egress to the p�perty being crossed by this construction and adjacent
property when construction is not in pro ress and at night. Drives shall be left accessible at
night, on weekends, and during holidays, The Contractor shall conduct his activities to minimize
obstruction of access to drives and prope y during the progress of construction. Notification shall
be made to an owner prior to his drivewaKA being removed and/or rebuilt.
D-69 PROTECTION OF TREES, PLAI�S AND SOIL: All property along and adjacent to the
Contractors' operations including lawns, yards, shrubs, trees, etc., shall be preserved or restored
after completion of the work, to a condition equal to or better than existed prior to start of work.
� Any trees or other landscape features s�arred or damaged by the Contractor's operations shall
be restored or replaced at the Contracto 's expense. Trimming or pruning to facilitate the work
will be permitted only by experienced w kmen in an approved manner (No trimming or pruning
without the property owners' consent). � uned limbs of 1" diameter or larger shall be thoroughly
treated as soon as possible with a tree wc�und dressing.
co� tractor shall be responsible for restoring the site to
co letion of his operations subject to approval of the
y the Engineer will be grade restoration to plus minus one-
D-70 SITE RESTORATION: The
� original grade and condition after
Engineer. The basis for approval b
tenth (0.1) of a foot.
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D-71 CITY OF FORT WORTH STAN��RD PRODUCT LIST: Proposed products submitted in
the bid documents must appear in the la��st "City of Fort Worth Standard Product List, for the bid
to be considered responsive. Products 'vand processes listed in the "City of Fort Worth Standard
Product List, shall be considered to meetl�City of Fort Worth minimum technical requirements.
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04/21/99 �� C-41
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PART Q - S�I?EGIAL �QNDtTIQNS
D-72 STATE REVOLVtNG FUND (SRF)��EQUiREMENTS: This project, in addition to standard
City of Fort Worth requirements, may involve certain State requireme�ts. These requirements, if
applicable, are provided in the fol4owing documents and shouid thoroughly be reviewed and
completed by the contractor. They inciude''„ "
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1. At the Time of Contract Document ExeQution.
• ED-103-Contractors Act of Assuran� e
• ED-104-Resolution �
Work required to conform to these requi�ements
Ypayment will be made. ;;
The SRF requirements are included in App�ndix A.
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shall be considered subsidiary and no extra �
D-73 TOPSOIL, SODDING AND SEEDING: This item shall be perFormed in accordance with
the City of Fort Worth Parks and Community Services Department Specifications for Topsoil,
Sodding and Seeding. 3
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1. TOPSOIL ��
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DESCRIPTION: This item will consist of furnishing and placing a minimum of six (6) inches of
topsoil, free from rock and foreign m,ateriaf, in all parkways and medians to the lines and
grades as established by the Engineer;�
CONSTRUCTION METHODS•: Topsoil will be secured from borrow sources as cequired to
supplement material secured from street excavation. All excavated rrtaterials from streets
which is suitable for topsoil will be used in the parkways and medians before any topsoil is
obtained from a borrow source. Topsoil material secured from street excavation shall be
stockpiled at locations approved by the Engineer, and at completion of grading and paving
operations, topsoil shall be placed on, parkway areas s� as to provide a minimum six (6)
inches of compacted depth of topsoil p�rkways. .
2. SODDING
DESCRIPTION: Sodding will consist of furnishing and planting Bermuda, Buffalo or St.
Augustine grass in the areas between fhe curbs and walks, on terraces, in median strips, on
embankments or cut slopes, or in sucti areas as designated on the Drawings and in
accordance with the requirements of this Specification. Recommended Buffalo grass
varieties for sodding are Prairie and 609. -
MATERIALS: Sod sha11 consist of liv��and growing Berrrauda, Buffalo or St. Augustine grass
secured from sources where the soil is�fertile. Sod to be placed during the dormant state of
these grasses shall be alive and acceptab{e. Bermuda and Buffafo grass sod shall have a
healthy, virile root system of dense, thickly matted roots throughout a two (2) inch minimum
thickness of native soil attached to thep�roots. St. Augustine grass sod shall have a healthy,
virile root system of dense, thickly matted roots throughout a one (1) inch minimum thickness
of native soil attached to the roots. a�
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a Care shall be taken at all times to retain native soil on the roots of the sod during the process
of excavating, hauling, and planting. Sod material shall be kept moist from the time it is dug
until planted. When so directed by the Engineer, the sod existing at the source shall be
Q watered to the extent required prior to excavating. Sod material shall be planted within three
days after it is excavated. '
The sod shall be free from obnoxiou�,� weeds or other grasses and shail not contain any
matter de�eterious to its growth or which might affect its subsistence or hardiness when
transplanted. Sod to be� placed"between curb and walk and on terraces shall be the same
type grass as adjacent grass or existing��awn.
PART [� - SP,��lAL GQNDITIO►NS
D CONSTRUCTION METHODS: After the� designated areas have been completed to the lines,
grades, and cross-sections shown on t�e Drawings and as provided for in other items of the
contract, sodding of the type speci�ied shall be performed in accordance with the
� requirements hereinafter described. Sodding shall be either "spot" or "block"; either
Bermuda, Buffalo or St. Augustine grass.
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Furrows parallel to the curb line or sidewalk lines, twelve (12) inches on centers or to the
dimensions shown on the Drawin�s, shall be opened on areas to be sodded. In all
furrows, sod approximately three (3) inches square shall be placed on twelve (12) inch
centers at proper depth so that the top of the sod shall not be rriore tY�an one-half (1/2)
inch below the finished grade. H�les of equivalent depth and spacing may be used
instead of furrows. The soil shall be firm around each block and then the entire sodded
area shall be carefully rolled with a F�eavy, hand roller developing fifteen (15) to twenty-five
(25) pounds per square inch compre�ssion. Hand tamping may be required on terraces.
Block Sodding.
At locations on the Drawings or where directed, sod blocks shall be� carefully placed on
the prepared areas. The sod shall ��e so placed that the entire designated area shall be
covered, and any voids left in the ;�lock sodding shall be filled with additional sod and
tamped. The entire sodded area shall be rolled and tamped to form a thoroughly compact
solid mass. Surfaces of block sod, which, ir� the opinion of the Engineer, may slide due to
the height or slope of the su�face or nature of the soil, shall,. upon direction of the
Engineer, be pegged with wooden��pegs driven through the 'sod block to the frm earth,
sufficiently close to hold the block sod firmly in place.
�j When necessary, the sodded areas shall be smoothed afte� planting has been completed
�� and shaped to conform to the cross-section previously pravided and existing at the time
sodding operations were begun. Any excess dirt from planting operations shall be spread
Q uniformly over the adjacent areas h disposed of as directed by the Engineer so that the
completed surface will present a sig tly appearance. +
Q The sodded areas shall be thoroughly watered immediately after they are planted and
shall be subsequently watered at s�°ch times and in a manner and quantity directed by the
Engineer until completion and final acceptance of the project by the Citjr of Fort Worth.
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� 04/21/99 SC-43
PART D - SPE�IAL �QNDfTiC�NS
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3. SEEDING
DESCRIPTION: "See�ling" will consist of preparing ground, providing and planting seed or a
mixture of seed of the kind specified along and across such areas as may be designated on
the Drawings and in accordance with fhese Specifications.
MATERIALS:
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a. General. All seed used must carry a Texas Testing Seed label showing purity and
germination, name, type of seed, �nd that tfie seed meets �II requirements of the Texas
Seed Law. Seed furnished shall b'� of the previous season's crop and the date of analysis
shown on each tag shall be within�r�ine (9) months of time of delivery to the project. Each
variety of seed shall be furnished and delivered in separate bags or containers. A sample
of each variety of seed shall be f�irnished for analysis and testing when directed by the
Engineer.
The specified seed shall equal �or exceed the following percentages of Purity and
germination:
Common Name
Common Bermuda Grass
Annual Rye Grass
Tall Fescue
Western Wheatgrass
Buffalo Grass Varieties
Top Gun
Cody
Puritv
95%
95%
95°/a
95%
95%
95%
Germination
90%
95%
90%
90%
90%
90%
Table 120.2.(2)a.
URBAN AREA WARM-SEASQN SEEDING RATE (Ibs.); Pure Live Seed (PLS)
P.
Mixtu�e for Clav or Tiaht Soils Mixture for
' Sandv Soils
Dates (Eastern Sections) s� (Western Sectionsl lAll Sections)
Feb 1 Bermudagrass 40 .; Buffalograss 80 Bermudagrass 60
to Buffalograss 60 �� Bermudagrass 20 Buffalograss 40
May 1
Total: 100 Total: 100 Total: 100
Table, 120.2.(2)b
TEMPORARY COOL-SEASON SEEDING RATE; ,(Ib.) Pur,e Live Seed (PLS)
Dates (All gections)
Aug 15 Tall F�scue 50
to West�rn Wheatgrass 5p
May 1 Annu�l, R,ye 50
Total:
04/21/99
S,�-44
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PART D - SFF��E�IAL CONDITIQNS
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CONSTRUCTION METHODS: After thi� designated areas° have been completed to the lines,
grades, and cross-sections shown on the Drawings and as provided for in other items of this
Contr.act, seeding of the type specified shall be performed in accordance with the
requirements hereinafter described. jl
a. Watering. Seeded areas shall be �atered as directed by the Engineer so as to prevent
washing of the slopes or dislodgme t of the seed.
b. Finishing. Where applicable, the s�ioulders, slopes, and ditches shall be smoothed after
� seed bed preparation has been co°mpleted and shaped to conform to the cross-section
previously provided and existing at the time planting operations were begun.
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BROADCAST SEEDING: The seed
uniformly distributed over the areas sF
of seed is by hand, rather than by
directions at right angles to each ofh
time provided the specified uniform i
specified in Section D-46, Construc
preparation is required.
�seed mixture in the quantity specified shall be
n on the Drawings and where directed. If the sowing
iechanical methods, the seed shall be sown in two
` Seed �and fertilizer shall be distributed at the same
ie of application for both is obtained. "Finishing" as
on Methods, is not applicable since no seed bed
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DISCED, SEEDING: Soil over the area ��hown on the Drawings as directed to be seeded shall
be loosened to a minimum depth of th, e(3) inches and all particles in the seed bed shall be
reduced to less than one (1) inch in di meter or they shall be removed. The area shall then
be finished to line and grade as spe �ified under "Finishing" in Section D-46, Construction
Methods.
The seed, or seed mixture, specified shall then be planted at the rate required and the
application shall be made uniformly. �, If the sowing of seed is by hand rather than by
mechanical methods, seed shall be�' raked or harrowed into the soil to a depth of
approximately one-eight (1/8) inch. The planted area shall be rolled with a corrugated roller of
the "Cultipacker" type. All rolling of th�lslope areas sh.all be on the contour.
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ASPHALT MULCH SEEDING: Th� so, over the area shown on the Drawings, or as directed
to be seeded, shall �e loosened to th� minimum depth of three (3) inches and all particles in
the seed bed shall be reduced to less than one (1) inch in diameter, or they shall be removed.
The area shall then be finished to line�end grade as specified under "Finishing" in Section D-
46, Constructian Methods. °
Water shall then be applied to the cultiiated area of the seed bed until a minimum depth of six
(6) inches is thoroughly moistened. �•
After the watering, when the ground h�s become sufficiently dry to be loose and pliable, the
seed, or seed mixture specified, shall then be planted at the rate required and the application
shall be made uniformly. If the sowing of seed is by hand, rather than mechanical methods,
the seed shall be sown in two direct�or�;s at right angles to each other. Seed and fertilizer may
be distributed at the same time, provii�ed the specified uniform rate of application for both is
obtained. After planting, the seed s�all be raked or harrowed into the soil to a depth of
approximately one-quarter (1/4) inch. �The planted surface area and giving a smooth surface
without ruts or tracks. In between e time compacting is completed and the asphalt is
04/21/99
SC-45
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PART D - SREGiAL CQNDIT[QNS
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applied, the planted area shall be wafered sufficiently to assure uniform moisture from the
surface to a minimum of six (6) inches in depth.
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The application of asphalt shall follow �the last watering as rapidly as possible. Asphalt shall
be of the type and grade as shown on :the Drawings and shall conform to the requirements of
the item 300, "Asphalts, Oils and Emy,7�ions". If the �type of asphalt to be used is not shown
on the Drawings, or if Drawings are n;�t included, then MS-2 shall be used. Applications of
the asphalt shall be at a rate of three-t�nths (0.3) gallons per square yard. It shall be applied
to the area in such a manner so that a complete film is obtained and the finished surface shall
be comparatively smooth. �i
RE-SEEDING OF AREAS PL.ANTE[�a WITH COOL SEASONS SPECIES: Areas where
temporary cool season species have .been planted may be replanted beginning February 1
with warm season species as• listed in �able 120.2(2)a. The re-seeding will be achieved in the
following manner. The cool season sp�cies shall be mowed down to a height of one (1) inch
�to insure that slit-seeding equipment will'be able to cut through the turf and achieve adequate
soil penetration. i
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* Slit-seeding, is achieved through tha�use of an implement which cuts a furrow (slit) in the
soil and places the seed in the slit which is then pressed close with a cultipacker wheel.
CONSTRUCTION WITHIN PARK AREAS s:
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TURF RESTORATION OF PARK AREAS: FERTILIZER
DESCRIPTION: "Fertilizer" will consist"�f providing and distributing fertilizer over such areas
as are designated on the Drawings anc��n accordance with these Specifications.
MATERIALS: All fertilizer used shall r�be delivered in bags or containers clearly labeled
showing the analysis. The fertilizer ,is subject to testing by the City of Fort Worth in
accordance with the Texas Fertilizer Law. A pelleted or granulated fertilizer shall be used with
an analysis of 16-20-0 or 16-5-8 or havjng the analysis shown on the Drawings. The figures
in the analysis represent the percent of nitrogen, phosphoric acid, and potash nutrients
respectively as determined by the i�ethods of the Association of Official Agricultural
Chemists. �
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In the event it is necessary to substitute�a fertilizer of a different analysis, it shall be a pelleted
or granulated fertilizer with a lower concentration. Total amount of nutrients furnished and
applied per acre shall�equal or exceed fh�at specified for each nutrient.
CONSTRUCTION METHODS: When an item for fertilizer is included in the Drawings and
proposal, pelleted or granulated fertilizet shall be applied uniformly over the area specified to
be fertilized and in the manner directed'for the particular item of work. Fertilizer shall be dry
and in good physical condition. Fer�ilizer that is powdered to caked will be rejected.
Distribution of fertilizer as a particular iterm of work shall meet the approval of the Engineer.
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Unless otherwise indicated on the, D"'r'awings, fertilizer shall be applied uniformly at the
average rate of three hundred (300) pounds per acre for all types of "Sodding" and four
hundred (400) pounds per acre for all types of "Seeding".
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PART D - S�?ECIAL CONDITiONS
MEASUREMENT: Topsoii secured from borrow sources will� be measured by the square yard
in place on the project site. Measurerjient will be made only on topsoils secured from borrow
sources.
Acceptable material for "Seeding" will be measured by the linear foot, complete in place.
Acceptable material for "Sodding" will be measured by the linear foot, complete in place.
Acceptable material for "Fertilizer" shall be subsidiary to the price of sodding or seeding.
PAYMENT: All work performed as ordered and measured as provided under "Measurement"
shall be paid for at the unit price bid fo� each item of work. Its price shall be full compensation
for excavating (except as noted beld�w), loading, hauling, p�acing and furnishing all labor,
equipment, tools, supplies, and incider��tals necessary to comp�ete work.
All labor, equipment, tools and incide�,�als necessary to suppl�r, transport, stockpile and place
topsoil or salvage topsoil as specified °shall be included in "S�eding" or "Sodding" bid items
and will not be paid for directly. �.
"Spot sodding" or "block sodding" as the case may be, will�e paid for at the contract unit
price per square yard, complete in R�ace, as provided in t e proposal and contract. The
contract unit price shall be the total �ompensation for furnisf�ing and placing all sod; for all
rolling and tamping; for all watering; for disposal of all surplus� materials; and for all materials,
labor, equipment, tools and incidentals necessary to complete�the work, all in accordance with
the Drawings and these Specifications.
The work performed and materials furnished and �measured as provided under
"Measurement" shall be paid for at the unit price for "Seeding", or "Sodding", of the type
specified, as the case may be, which p�rice shall each be full compen�ation for furnishing all
materials and for performing all operations necessary to complete the work accepted as
follows:
Fe�tilizer material and application will not be measured or paid for directly, but is considered
Qsubsidiary to Sodding and Seeding.
D-74 CONFINED SPACE ENTRY PROG�AM: It shall be the resp'onsibility of the contractor to
� implement and maintain a variable "CON�'INED SPACE ENTRY PROGRAM" which must meet
OSHA requirements for all its employees and subcontractors at all times during construction. All
active sewer manholes, regardless of de{�th, are defined by OSHA as "permit required confined
� spaces". Contractors shall submit an acc�ptable "CONFINED SPACE ENTRY PROGRAM" for
all applicable manholes and maintain an active file for these manholes. The cost of complying
with this program shall be subsidiary to the pay items involving work in confined spaces.
� D-75 SUBSTANTIAL COMPLETION INS�PECTION/FINAL INSPECTION:
a 1. Prior to the final inspection being�;conducted for the project, the contractor shall contact
the city inspector in writing when tHe entire project or a designated portion of the project is
substantially complete.
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2. The inspector along with appropriate City staff and the City's` consultant shall make an
inspection of the substantially completed work.and prepare and submit to the contractor a
list of items needing to be completed or corrected. ,
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The contractor s�all take immedia�e steps to rectify the listed deficiencies and
owner in writing when all the items �ave been completed or corrected.
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Payment for substantial comple�ion inspection as well as final inspection
subsidiary to the project price. �ontractor shall� still be required to address
deficiencies which are discovered �t the time of final inspection.
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5. Final inspection shall be in conf�ormance with general condition item "C5-5.18 Final
Inspection" of PART C- GENERAL,�CONDITIONS.
D-76 EXC�AVATION NEAR TREES:
The Contractor shall be responsible for taking measures to minimize damage to tree
limbs, tree trunks, and tree roo�s at each work site. All such measures shall be
considered as incidental work incl�ded in the Contract Unit Price bid for applicable pipe or
structure installation except for short tunneling/tree augering.
2. Any and all trees located within �th"� equipment operating area at each work site shall, at
the direction of the Engineer, be pr�tected by erecting a"snow fence" along the drip line
or edge o� the tree root system betv�ieen tree and the construction area.
3. Contractor shall inspect each wor� site in advance and arrange to have any, tree limbs
pruned that might be damaged by equipment operations. The Engineer shall be notified
at leasfi 24 hours prior to any treea trimming work. No trimming work. will be permitted
within private property without written permission of the Owner.
4. Nothing shall be stored over the tre� root system within the drip line area of any tree.
5. Before excavation (off the roadway)"within the drip line area of any tree, the earth shall be
sawcut for a minimum depth of 2 feet.
6: At designated locations shown on t}�e drawings, the "short tunnel" method using Class 51
D.I. pipe shall be utilized.
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7. Except in areas where clearing is allowed, all trees up to 8" in diameter damaged during
-construction shall be removed. and feplaced with the same type ar�d diameter tree at the
contractor's expense.
8. Contractor shall employ a qualified�landscaper for all the work required for tree care to
ensure utilization of the best agricultural practices and procedures.
9. Short tunneling shall consist of pow�r augering or hand excavation. The tunnel diameter
shall not be larger than 1,-1/2 times fhe outside pipe diameter. Voids remaining after pipe
installation shall be pressure grouted.
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PART D - SP�GIAL CONDITIQNS
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D-77 CONCRETE ENCASEMENT OF SE�VUER PIPE: Concrete encasement of sewers shail be
paid for at the Contract Unit Price per line�r foot of concrete encasement as measured in piace
along the centerline of the pipe for each p�pe diameter indicated. The Contract Unit Price shall
include all costs associated with installation;;and reinforcement.of the concrete encasem'ent.
D-78 CLAY DAM: Clay dam constr�{,ction shall be performed in accordance with the
Wastewater Clay Dam Construction, figur� in the Drawings in these Specifications, at locations
indicated on the Drawings or as directed by the City. Clay dams shall be keyed into undisturbed
soil to make an impervious barrier to redu � groundwater percolation through the pipeline trench.
Construction material shall consist of com�acted bentonite clay or 2:27 concrete. Payment for
work such as forming, placing and fini5�hing shall be subsidiary to the price bid for pipe
installation. "
D-79 EXPLORATORY EXCAVATION (�D-HOLE): The Contractor shall be responsible for
verifying the locations of �II existing utilities�!�rior to construction, in accordance with item D-22.
At locations identified on the drawings, c�ntractor shall conduct an exploratory excavation (D-
Hole), to locate and verify the location and elevation of the existi�g underground utility where it
may be in potential conflict with a propos�,d facility alignment. The exploratory excavation shall
be conducted prior to construction of the�� entire project only at-Joca'tions denoted on the plans
or as directed by the engineer. Contracto� shall submit a report of findings (including surveyed
elevations of existing conflicting utilities) to"the City prior to the start of construction of the entire
project. If the contractor determines an e�isting utility is in conflict°;with the proposed facility, the
contractor shall contact the engineer imme�iately for appropriate design modifications.
The contractor shall make the necessary repairs at the exploratory excavation (D-Hole) to obtain
a safe and. proper driving surface to ensure the safety of the general public and to meet the
approval of the City inspector. The contr�ctor shall be liable for) any and all damages incurred
due to the exploratory excavation (D-Hole) �'
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Payment shall nbt be made for verificat�on of existing utilities per item D-22. Payment for
exploratory excavation (D-Hole), at locat�ons identified on the plans or as directed by the
Engineer, shall include full compensation for all materials, excavation, surface �restoration, field
surveys, and all incidentals necessary to �4complete the work, shall be the unit price bid. No
payment shall be made for exploratory excavation(s) conducted after construction has begun.
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INSTALLATION OF WATER FACII�TIES
80.1 Polyvinyl Chloride (PVC) 11Vater Pipe: POLYVINYL Chloride Plastic Water Pipe
and fittings on this Project shall be ir�°accordance with the material standard contained in the
General Contra�t Documents. P� ment for work such as backfill, bedding, blocking,
detectable tapes and all other ass ciated appurtenant required, shall be included in the
linear foot price bid of the appropriate BID ITEM(S).
80.2 Blocking: Concrete blockin9� on this Project will necessarily be required as shown
on the Plans and shall be installed ir� accordance with the General Contract Documents. All
valves shall have concrete blockingsj'provided for supporting. No separate payment will be
made for any of the work involved foi� the item and all costs incurred will be considered to be
included in the linear foot bid price ofi�the pipe or the bid price of the valve.
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80.3 Type of Casing Pipe:
the requirements of Sec. 2.� and r�lated sections in AWWA C-203.
Touch-up after field welds shall provide coating equal to those specified above.
C. Minimum thickness for casing pi �e used shall be 0.375 inch.
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CC}NDI,TiQN.S
1. WATER: i;
The casing pipe for open cut ar�d bored or tunneled section shall be AW1NA C-200
Fabricated Electrically Welded Steel Water Pipe, and shall conform to the provisions of
E1-15, E1-5 and E1-9 in Material Specifcations of General Contract Documents and
Specifications for Water Departm�ht Projects. The steel casing pipe shall be supplied as
follows: ,
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For the inside and outside of casing pipe, coal-tar protective coating in accordance with
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Stainless Steel Casing Spacers o;centering style) such as manufactured by Cascade
Waterworks Manufacturing Company or an approved equal shall be used on all non-
concrete pipes when installed in c�sing. Installation shall be as recommended by the
manufacturer. �
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2. SEWER:
Boring used on this project shall be in accordance with the material standard E1-15 and
Construction standard E2-15 as pe� Fig. 110 of the General Contract Documents.
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3. PAYMENT: �3'
Payment for all materials, labor,;i eqi�ipment, excavation, concrete grout, backfill, and
incidental work shall be included ir��the unit price bid per foot.
80.4 Tie-Ins: The Contractor �hall be responsible for making tie-ins to the existing
water mains. It shall be the responsibility of the Contractor to verify the exact location and
elevation of the existing line tie-ins. And any differences in locations and elevation of
existing line tie-ins between the cbntract drawings and what may be encountered in the
field shall be considered as inci � ental to construction. The cost of making tie=ins tp
existing water or sanitary sewer rr�i�ins shall be included in the linear foot bid price of the
p�pe. r
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80.5 Connection of Existing �Mains: The Contractor shall determine the exact
location, elevation, configuration �nd angulation of existing water or sanitary sewer lines
prior to manufacturing of the cont�ecting piece. Any differences in locations, elevation,
configuration, and or angulation of;existing lines between the contract drawings and what
may be encountered in the said ` ork shall be considered as incidental to construction.
Where it is required to shut down' xisting mains in order to make proposed connections,
such down time shall be coordina ed with the Engineer, and all efforts shall be made to
keep this down time to a minim � m. In case of shutting down an existing main, the
Contractor shall notify the Manage�r, Construction Services, Phone 871-7813, at least 48-
hours prior to the required shut down time. The Contractor's attention is directed to
Paragraph C5-5.15 INTERRUPTIQN OF SERVICE, Page C5-5(5), PART C- GENERAL
CONDITIONS OF THE WATER �EPARTMENT GENERAL CONTRACT DOCUMENT�
AND GENERAL SPECIFICATIONS. The Contractor� shall notify the customer both
personally and in writing as to the I;�cation, time, and schedule of the service interruption.
�C-50
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PART D - SPECIAL �ONDITIONS
Q. ��
The cost of removing any existing concrete biocking shall be included in the cost of
connection. Unless bid separatel� all cost incurred shall be included in the linear foot
aprice bid for the appropriate pip� si e. �
80.6 Valve Cut-Ins: It may be n cessary to cut-in gate valves to isolate the water main
("j from which the extension and/or re�lacement is to be connected: This may require closing
��.� valves in other lines and putting�� consumers out of service for that period of time
necessary to cut in the new valve; the work must be expedited to the utmost and all such
a cut-ins must be coordinated with th' engineer in charge of inspection. All consumers shall
be individually advised prior to the hut out and advised of the approximate length of time
they may be without service. �� �
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Payment for work such as backfill, bedding, fittings, blocking and all other associated
appurtenants required, shall be inclll ded in the price of the appropriate bid items.
80.7 Water Services: The relo °ation, replacement, or' �econnection of water services
will be required as shown on the � lans, and/or as described in these Special Contract
Documents in addition to those lo ted in the field and identified by the Engineer.
All service's shall be constructed by the contractor utilizing approved factory manufactured
tap saddles (when required) and corporation stops, type K copper water tubing, curb stops
with lock wings, meter boxes, and if required approved manufactured
service branches. All materials us d shall be as specified� in the Material Standards (E1-
17 & E1-18) contained in the Gene`al Contract Documents�
All water services to� be replaced.shall be installed at a minimum depth of 36 inches
below final grade.
All existing 3/4-inch water service �ynes which are to be replaced shall be replaced with 1-
inch Type K copper, 1-inch diam�ter tap saddle when required, and 1-inch corporation
from the main line to the meter bo�
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All services which are to be replac� d or relocated shall be installed with the service main
tap and service line being in line with the service meter unless otherwise directed by the
Engineer.
A minimum of 24 hours advance q'hotice shall be given when service interrup'tion will be
required as specified in Section C���5.15 INTERRUPTION OF SERVICE.
All water service meters shall be��removed, tagged, and collected by the contractor for
pickup by the Water Department f�r reconditioning or replacement. After installation of the
water service in the proposed location and receipt of a meter from the project inspector
the contractor shall install the me �er. The meter box shall be reset as necessary to be
flush with existing ground or as ot �rwise directed by the Engineer. All such work'
on the outlet side of the service m ter shall be performed by a licensed plumber.
1. WATER SERVICE REPLACEM�NTS: Water service replacement or relocation is
required when the existing service��is lead or is too shallow to avoid breakage during street
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PART D - S�?ECIAL CQNDfTiONS .
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reconstruction: The contractbr sh�ll replace the existing service line with Type K copper
from the main to the meter, curb st'�p°with lock v�ings, and corporation stop.
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Payment for all work and material� such as bacicfill, fittings, type K copper tubing, curb
stop with lock wings, service line �'djustment, and any relocation of up to 12-inches from
center line existing meter location t4 center line proposed meter location shall be included
in the Linear Foot price bid for Cbpper Service Line from Main to five (5) feet behind
Meter. Any vertical adjustment o��customer service line within the 5 foot area shall be
subsidiary to the service installation.
Payment for all work and materials,such as tap saddle (if required), corporation stops, and
fittings shall be included in the price,bid for Service Taps to Main.
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WATER SERVICE RECONNECTIQN: Water�service rec�nnection is required when the
existing service is copper and �� adequate depth to avoid breakage during street
reconstruction. The contractor shall adjust the existing water service line as required for
reconnection and furnish a new tap with corporation stop. The contractor will be paid for
one (1) Service Tap to Main for eac service reconnected plus for any copper service line
used in excess of five (5) feet from � ain to five (5) feet behind the Meter.
WATER SERVICE METER AND f�ETER BOX RELOCATIONS: When the replacement
and relocation of a water service a�d meter box is �required and the location of the meter
and meter box is moved more than twelve (12) inches, as measured from the center line
of the existing meter to location to the center line of the proposed meter location, separate
payment will be allowed for the relmcation of service m�ter and meter box. Centerline is
defined by a line extended from•the��ervice tap through the meter. Only relocations made
perpendicular to this centerline will;be paid for separately. Relocations made along the
centerline will be paid of in feet of c�pper service line.
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When relocation of service meter and �neter box is required, payment for all work and
materials such as backfill, fittings, fiVe (5) feet of type K copper service and all materials,
�labor, and equipment used by and f�r the licensed plumber shall_ be included in the price
bid for the service meter relocation. All other costs will be included in other appropriate
bid item(s). .
This item will also be used to pay" for all service meter and meter box relocations as
required by the Engineer when the service line is not being replaced. Adjustment of only
the meter box and customer service line within 5 feet distance behind the meter will not
justify separate payment at any time. Locations with multiple service branches will be
paid for as one service meter and meter box relocation.
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4. NEW SERVICE: When new servic�s are required the contractor shall install tap saddle
(when required), corporation stop, type K copper service line, curb stop with lock wings,
and meter box. '•
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Payment for all work and materials such as backfill, fittings, type K�copper tubing, and
curb stop with lock wings shall be jncluded in the Linear Foot price bid for Service Line
from Main to Meter five (5) feet behir�d the meter.
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PART D - SP�CIAL �QNDITIQNS
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Payment for all work and materials uch as tap saddle, cor�oration stops, and fittings shali
be included in the price bid for Serv� e Taps to Mains.
� Payment for all work and materials uch as furnishing and setting new meter box shall be
included in the price bid for furnish �d set meter box.
� 5. MULTIPLE SERVICE BRANCHES;� When multiple service branch,es are required the
contractor shall furnish approved faQtory manufactured br ches.
� Payment for multiple service bran �, es will include furni hing and installing the multiple
service branch only and all other co t will be included in ot er appropriate bid item(s).
� 6. MULTIPLE STREET SERVICE LINES TO SINGLE SERVICE METER: Any multiple
service lines with taps servicing a single service meter encountered during construction
� shall be replaced with one service I'" e that is applicable for the size of the existing service
meter and approved by the Enginee�.
� Payment shall be made at the unit b� d price in the appropriate bid item(s).
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80.8 2-Inch Tempora .ry Service Line: The 2-inch tem�.orary service main and 3/4-inch
service lines shall be installed to provide temporary water service to all buildings that will
anecessarily be required to have se� ered water service d�ring said work. The° contractor
shall be responsible for coordinati the schedule of the temporary service connections
and permanent service reconnecti s with the building ovners and the Engineer in order
� that the work be performed in an xpeditious manner. �evered water service must be
reconnected within 2 hours of disco tinuance of service. .
[1 A 2-inch tapping saddle and 2-inch corporation stop or 2-inch gate valve with an
� appropriate fire hydrant adapter fitting shall be required �t the temporary service point of
connection to the City water sup ily. The 2-inch temporary service main and 3/4-inch
.service lines shall be installed in�Ia�cordance to the a�tached figures 1, 2 and 3. 2"
� temporary service line shall be cle Y�ed and sterilized by ■sing chlorine gas or chlorinated
lime (HTH) prior to installation. �� �
� A two-inch meter will be furnished by he Water Departm �nt Meter Shop and installed by
the Contractor at its point of cor��e�tion to the Cit� 'water supply for record keeping
� purposes only. The out-of-service �ne�ers shall be removed, tagged and collected by the
Contractor for delivery to the V�at r Department Me:er Shop for reconditioning or
replacement. Upon restoring perm n�nt service, the Con :ractor shall re-install the� meters
('� at the correct location. The meter box shall be reset as necessary to be flush with the
� existing ground or as otherwise dir ct�d �y the Engineer.
� The temporary service layout shall h,ave a minimum av,ailable flow rate of 5 GPM at a
dynamic presst�re of 35 PSI per se�'rn e tap. This criteria shall be used by the Contractor
to determine the length of tempora�ry �ervice allowed, nunber of service taps and number
aof feed points.
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P"ART D - S�PEGIAL �QNDITlONS
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When the temporary service is re�ui�ed for more than one location the 2-inch temporary
service pipes, 3l4-inch service lines and the 2-inch meter shall be moved to the next
successive project location.
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Payment for work such as fitting�t 3/4-inch service lines, asphalt, barricades, all service
connections, removal of temporary services and all other associated appurtenants
required, shall be included in the appropriate bid item.
80.9 Adjust Manholes, and V�ults (Utility Cut): Contractor will be responsible for
adjusting water valve boxes, mariholes and vaults to match new pavement grade. The
unit price bid will be full paymenb'for materials including all labor, equipment, tools and
incidentals necessary to complete the work.
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80.10 Adjust Water Valve Boxes: Con4ractor will be responsible � for adjusting water
valve boxes to match new pave,ment grade. The water valves themselves will be �
adjusted, if necessary, by City of Fort Worth Water Department forces.
Prior to the beginning of work, the,Contractor shall make an inventory of the condition of
existing water valve boxes. The �3onstruction Engineer will field verify this inventory and
provide the Contractor replacemerjts for broken valve boxes. The cont�actor shall replace
the valve boxes which are damaged during construction at no cost to the City.
The unit price bid per each will be fulf compensation for all (abor, materials, equipment,
tools, and incidentals necessary to��omplete the work.
80.11 Purging and Sterilization��of Water Lines: Before being �placed into service all
newly constructed water lines shall be purged and sterilized in accordance with E2-24 ofi
the General Contract Documents and Specifications except as modified herein. The
Contractor will furnish all water for INITIAL cleaning' and sterilization of water lines. All
materials for construction of the pr�ject, including appropriateljr sized "pipe cleaning pigs",
chlorine gas or chlorinated lime (HTH) shall be furnished by the Contractor. Chlorinated
'lime (HTH) shall be us�d in 'sufficient quantities to provide a chlorine residual of fifty (50)
PPM. The residual of free chlorin� �shall be measured after 24 hours and shall not be less
than 10 parts per million of free chlorine. Chlorinated water shall be disposed �f in the
sanitary sewer system. Should a s,anitary sewer not be available, chlorinated water shall
be "de-chlorinated" prior to disposal. The line may not be placed in service until two
successive sets of samples, taken �4 hours apart, have met the established standards of
purity.
Purging and sterilization of the water lines shall be considered as incidental to the project
and all costs incurred will be considered to be included in the linear foot bid price of the
pipe.
80.12 Work Near Pressure Plane Boundaries: Contractor shall •take note that the
water line to be r.eplaced under this�contract may cross or may be in close proximity to an
existing pressure plane boundary."� Care shall be taken to ensure all "pressure plane"
valves,installed are installed closed ,and no cross connections are made between pressure
planes
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80.13 Water Sample Station:
S �IAL
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CQNDITIQNS
GENERAL: �F� �
All water sampling station installatibns will be per attached Figure 34 or as required in
large water meter vaults as per Figu�i�-e 33 unless otherwise directed by the Engineer.
The appropriate water sampling st '�ion will be furnished to the Contractor free of charge;
however, the Contractor will be r��quired to p'ick up this item at the Field Operations
Warehouse. r
PAYMENT FOR FIGURE 34 INSTALLATIONS: Payment for all work and materials
necessary for the installation of the �/4-inch type K copper service line will be shall be
included in the price bid for copper Service Line from Main to Meter.
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� Payment for all work and materials necessary for the installation tap saddle (if required),
c�rporation stops, and fittings shall � e included in the price bid for Service Taps to Main.
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� Payment for all work and materials necessary for the installation of the sampling station,
concrete support block, curb stop, fittings, and an incide'ntal 5-feet of type K copper
service line which are required td' provide a complete and functional water sampling
station shall be included in the pric��I bid for Water Sample Stations.
� PAYMENT FOR FIGURE 33 INS,TALLATIONS: Payment for all work and materials
necessary for the installation tap s�ddle, gate valve, and fittings shall be included in the
price bid for Service Taps to Main. �,
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Payment for all work and materialsAnecessary for the installation of the sampling station,
� modification to the vault, fittings, and all type K copper service line which are required to
provide a complete and functional v�'�ater sampling station shall be included in the price bid
for Water Sample Stations.
� 80.14 Ductile Iron and Gray Ironrl�ittings:
Reference Part E2 Construction ,'
��ecifications, Section E2-7 Installing Cast Iron Pipe,
� fittings, and Specials, Sub section E2-7.11 Cast Iron Fittings: the first Paragraph shall be
revised to read as follows:
� E2-7.11 DUCTILE-IRON AND G�� Y-IRON FITTINGS: All ductile-iron and gray-iron
fittings shall be furnished with cem' nt mortar lining as stated in Section E1-7. The price
bid per ton of fittings shall be pay ' nt in full for all fittings, joint accessories, polyethylene
� wrapping, horizontal concrete bloc ing, vertical tie-down concrete blocking, and concrete
cradle necessary for construction a, designed.
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All ductile-iron and gray-iron fittings, valves and specials shall be wrapped with
polyethylene wrapping conformin� to Material Specification E1-13 and Construction
Specification E2-13. Wrapping s all precede horizontal concrete blocking, vertical tie-
down concrete blocking, and con ete cradle. Payment for the polyethylene wrapping,
horizontal concrete blocking, vertic I tie-down concrete blocking, and concrete cradle shall
be included in bid items for vales a d fittings and no other payments will be allowed.
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PART D - S�E�IAL CO�NDITIC?NS
D-81 SPRINKLING FOR DUST CONTf�OL: �
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All applicable provisions of Standard Spe�ifications Item 200, "Sprinkling for Dust Control" shall
apply. However, no direct payment will �je made for this item and it shall be considered to this
contract.
D-82 DEWATERING:
The Contractor shall be responsible for determining the method of dewatering operation for the
water or sewage flows from the existin� mains and ground water. The Contractor shall be
responsible for damage of any nature resulting from the dewatering operations.
The DISCHARGE from any dewaterin�; operation shall be conducted as approved by the
Engineer. Ground water shall not be discharged into sanitary sewers.
Dewatering shall be considered as incidental to a construction and all costs incurred will be
considered to be included in the project pri�e. • �
D-83 TRENCH EXCAVATION ON DEE�; TRENCHES:
Contractor to prevent any water flowing into open trench during construction. Contractor shall not
leave excavated trench open overnigh� $ Contractor shall fill any trench the same day of
excavation. No extra payment shall be alldwed for this special condition.
D-84 TREE PRUNING:
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REFERENCES: National Arborist Association's "Pruning Standards for Shade Trees".
FtOOT PRUNING EQUIPMENT
1. Vibratory Knife
2. Vermeer V-1550RC Root Prun�r
NATURAL RESOURCES PROTECTION FENCE
1. Steel "T" = Bar stakes, 6 feet Iq►ig.
2. Smooth Horse-Wire: 14-1/2 gat�ge (medium gauge) or 12 gauge (heavy gauge).
3. Surveyor's Plastic Flagging: "TUndra" weight, International fluorescent orange or red
color. '
4. Combination Fence: Commercially manufactured combination �soil separator fabric on
wire mesh backing as shown on� the Drawings.
ROOT PRUNING
1. 'Survey and stake location of root pruning trenches as shown on drawings.
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PART D - SP�C1�1L CQNDITI(�NS
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2. Using the approved specified e� ipment, �nake a cut a minimum of 36 inches deep in
order to minimize damage to th� undisturbed root zone.
3. Backfill and compact the trench i�nmediately after trenching.
4. Place a 3-foot wide by 4-inch deep cover of mulch over the trench as required by the
Engineer. ��
5. Within 24 hours, prune flush � ith ground and backfill any exposed roots due to
construction activity. Cover v�ith wood chips of mulch in order to equalize soil
temperature and minimize wate�loss due to evaporation.
6. Limit any grading work within c��servation areas to 3-inch maximum cut or fill, with no
roots over 1-inch diameter being cut unless cut by hand or cut by specified methods,
equipment and protection.
MULCHING: Apply 2-inches to �!4-inches of wood chips from trimming or clearing
operation on areas designated by tf�e Engineer.
Tree Pruning shall be considered s�bsidiary to the project contract price.
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D-85 TREE REMOVAL:
� Trees to be removed shall be removed u��ng applicable methods,w including stump and root ball
removal, loading, hauling and dumping. i Extra caution shall be taken to not disrupt existing
utilities both overhead and buried. Thed Contractor shall immediately repair or replace any
� damage to utilities and private prope�ty ir��luding, but not limited to, water and sewer services,
pavement, fences, walls, sprinkler system f�iping, etc., at no cost to the Owner. All costs for tree
removal, including temporary service costs�, shall be considered subsidia "ry to the project contract
� price and no additional payment will be all�nred.
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D-86 TEST HOLES:
The matter of subsurface exploration to a��certain the nature of t'ie soils, including the amount of
rock, if any, through which this pipeline in�tallation is to be mad� is the responsibility of any and
all prospective bidders, and any bidder o� this project shall sut mit his bid under this condition.
Whether prospective bidders pe�form thi�s subsurface explorati��n jointly or independently, and
whether they make such determination by��he use of test holes or other means, shall be left to the
discretion of such prospective bidders. „
If test borings have been made and are provided for bidder's infi�rmation, at the locations shown
� on the logs of borings in the appendix of t�is specification, it is erpressly declared that neither the
City nor the Engineer guarantees the i� accuracy for the i Formation or that the material
encountered in excavations is the same, ither in character, lo tion, or elevation, as shown on
the boring logs. It shall be the responsibil y of the bidder to ma � such subsurFace investigations
Q as he deems necessary to determine the ature of the material � be excavated. The Contractor
assumes all responsibility for interpretati of these records an,�for making and maintaining the
required excavation a�nd of doing other wo� k affected by the geol� j gy of the site.
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04/2 i/99 S C-57
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The cost of all rock removal and other associated appurtenances, if required, shall be included in
., the linear foot bid price of the pipe. �
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PART DA - ADDITIO�VAL SPECIAL CONDITIONS
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DA-1 THIS ITEM INTENTIONALLY DELE�j ED
......................................................................... ASC-3
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DA-2 PIPELINE REHABILITATION PIPE �NLARGE11�1ENT SYSTEM ......................................ASC-3
DA-3 THIS ITEM INTENTIONALLY DEL���fED ...................................................................... ASC-10
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DA-4 THIS ITEM INTENTIONALLY DELETED ..........................: ........................................... ASC-11
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�1 OPEN CUT ......................................................... ASC-11
D�-5 PIPE INSTALLED BY OTHER THAII
DA-6 THIS ITEM INTENTIONALLY DEL ,�T'ED ...........................:.......................................... ASC-14
DA-7 PROTECTIVE MANHOLE COATIN,'� FOR CORROSION PROTECTION ..................... ASC-14
DA-8 MANHOLE REHABILITATION ITEMS .......................................................................... ASC-17
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DA-9 SURFACE PREPARATION FOR N�+NHOLE REHABILITATION .................................. ASC-27
DA-10 THIS ITEM INTENTIONALLY DEL�TED ....................................................................... ASG28
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DA-11 THIS ITEM INTENTIONALLY DEL�TED ....................................................................... ASC-29
DA-12 INTERIOR�MANHOLE COATING �SPRAYWALL SYSTEM ......................................... ASC-29
DA-13 INTERIOR MANHOLE COATING -I�RAVEN LINING SYSTEM ..................................... ASG31
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DA-14 THIS ITEM INTENTIONALLY DEL�TED ....................................................................... ASC-34
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DA-15 THIS ITEM INTENTIONALLY DEL�TED ........................................................................ASC-34
DA-16 THIS ITEM INTENTIONALLY DELETED ....................................................................... ASC-34
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DA-17 THIS ITEM INTENTIONALLY DEL�TED ............................:.......................................... ASC-34
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DA-18 THIS ITEM INTENTIONALLY DEL,ETED ....................................................................... ASC-34
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DA-19 VACUUM TESTING OF REHABILt ATED MANHOLES ................................................ ASC-34
DA-20 THIS ITEM INTENTIONALLY DEL;ETED ....................................................................... ASC-38
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DA-21 THIS ITEM INTENTIONALLY DEL��TED ....................................................................... ASC-38
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DA-22 REPLACEMENT OF CONCRETE� URB AND GUTTER .............................................. ASC-38
DA-23 REPLACEMENT OF 6" CONCRE E DRIVEWAYS ....................................................... ASC-38
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DA-24 REPLACEMENT OF H.M.A.C. PP��UEMENT AND BASE ................................................ ASC-38
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DA-25 GRADED CRUSHED STONES ..................................................................................... ASC-39
DA-26 THIS ITEM INTENTIONALLY DELETED .........................................:............................. ASC-39
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DA-27 THIS ITEM INTENTIONALLY DELETED........i ............................................................... ASC-39
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DA-28 THIS ITEM INTENTIONALLY DEL�TED ......_ .............................................................. ASC-39
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DA-29 REPLACEMENT OF 7" CONCRETTE VALLEY GUTT'ER ............................................... ASC-39
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DA-30 THIS ITEM INTENTIONALLY DELFTED ....................................................................... ASC-40
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DA-31 THIS ITEM INTENTIONALLY DELETED......._ ......::...................................................... ASC-40
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DA-32 THIS ITEM INTENTIONALLY DELFTED ....................................................................... ASC-40
DA-33 REINFORCED CONCRETE PAVEMENT OR BASE (UTILITY�CUT) ............................ ASC-40
DA-34 THIS ITEM INTENTIONALLY DEL�TED .......:............................................................... ASC-41
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DA-35 THIS ITEM INTENTIONALLY DEL�TED .......:
, .............�.................................................. ASC-41
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DA-36 THIS ITEM INTENTIONALLY DEL�TED ...................................................................... ASC-42
DA-37 THIS ITEM INTENTIONALLY DEL�TED �r a
.......................................................................ASC-42 �
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DA-38 THIS ITEM INTENTIONALLY DELETED ........................................................................ASC-42 0
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PRELIMINARY - FOR INTERIM REVIEI�V ONLY -�OT FOR CONSTRUCTION OR BIDDING
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DA-1 TiilS ITEM INTENTIONALLY DELETED:
DA-2 PIPE ENLARGEMENT SYSTEM: �
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A. GENERAL: °
� 04/16/99
1. Description: This specifi tion includes requirements to rehabilitate existing
sanitary sewers by the pip enlargement system, herein called Pipe Bursting or
Pipe Crushing (Pipe Burstin �/Crushing). This system includes splitting or bursting
the existing pipe to install a� new polyethylene pipe and reconnect existing sewer
service connections.
2. Methods: This section spr� cifies the approved system method or process to
include all labor, materials, �ols, equipment and incidentals necessary to provide
for the complete rehabilita� on of deteriorated gravity sewer lines by the Pipe
Bursting/Crushing systems. �� Approved methods inc(ude: the PIM Corporation
(P(M System), Piscata Way,�� New Jersey; McLat Construction (McConnell System
for Pipe Crushing), Houston� Texas; and Trench(ess Repiacement Systems, (TRS
System), Calgary, Canada.� Refer to Part D- SPECIAL CONDITIONS D-61
SIBSTiTUTIONS for inform�tian regarding pre-approval procedures for alternative
processes.
3. Definition: The Pipe Bursting/Crushing system is defined as the reconstruction of
gravity sewer pipe by installi�g an approved pipe material, by means of one of the
pre-approved methods set �orth in Section A.2 of this specification. The process
involves the use of a static, hydraulic or pneumatic hammer "moling" device,
suitably sized to break out the old pipe or using modified boring "knife" with a
.flared plug that implodes and crushes the existing sewer pipe. Fotward progress
of the "mole" or the "knife" may be aided by the use of hydraulic equipment or
other apparatus, as specified in the approved methods. The replacement pipe is
either pulled or pushed into �the bore. The method altows for replacement of pipe
sizes from 8" through 21" and/or upsizing in varying increments up to 21". This
specification is based on t�e precedent that the Pipe Bursting/Crushing system
used has been pre-approve,� by the City of Fort Worth Department of Engineering,
and Fort Worth Water Depa�tment.
4. Quality Assurance:
.,
The Contracior shal( be cei�tified by the particular Pipe Bursting/Crushing system
manufacturer that such fir �s a licensed installer of their system. No other Pipe
Bursting/Crushing system other �han those listed in Section A.2. of these
specifications is acceptablei�
a. Personnel directly �involved with installin� the new pipe shall receive
training in the prop r methods for joint .fu ing, handling, and installing the
polyethylene ,pipe.�� Training shall be perFormed by a qualified
representative as d ermined by the pipe manufacturer.
A�� C-3
PRELIMINARY - FOR INTERIM REVIE �1�V ONLY - NOT FOR CONSTRUCTION OR BIDDING
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PART DA - ADDITIONAL SPECIAL CONDITIONS
b. Personnel directly ! involved with installing the new pipe shall receive
training in the proper methods for joint fusing, handling, and installing the
polyethylene pipe. Training shall be performed by a qualified
representative as determined by the pipe manufacturer.
Submittals: Submit for reYiew and acceptance, the following Contractor's Work
Plan and Drawings to the D�partment of Engineering (DOE):
a. Shop drawings, catalog data, and manufacturer's technical data showing
complete informati�rn on, material composition, physical properties, and
dimensions of r��w pipe and fittings. Include manufacturer's
recommendation f�°ar handling, storage, and repair of pipe and fittings if
damaged.
b. Location and number of insertion or access pits shall be planned by
Contractor and submitted in writing prior to excavation for approval by
DOE.
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c. Method of constr.uction and restoration of existing sewer service
connections. This �rall include:
1) Detail drawirigs and written description of the entire construction
procedure t° install pipe, bypass sewage flow and reconnection of
sewer servi � connections.
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2) 1Norking dr�wings for information only showing sewage flow
bypass, and� maintenance of traffic. Contractor shall provide for
continuous �ewerage flow. Dewatering shall be the Contractor's
responsibility.
3)
4)
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04/16/99
Certification of'"workmen training for installing pipe.
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Television inspection reports and video tapes made after new pipe
installation.
Delivery, Storage, and Han�ling:
a. Transport, handle� and store pipe and fittings as recommended by
manufacturer.
b. If new pipe and fittings become damaged before or during installation, it
shall be repaired as recommended by the manufacturer or replaced as
required by the Rroject Manager at the Contractor's expense, before
proceeding further.
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c. Deliver, store and handle other materials as required to prevent damage. �
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PART DA - ADDITIO AL
SPECIAL CONDITIONS
MATERIALS: ��
1. Polyethylene Piping Materia�� The pipe and fitting material shall be high density,
extra molecular weight (EHMW) polyethylene pipe material conforming to ASTM
D1248, Type III, Class C, Category 5, Grade P34, and have a PPI (P(astic Pipe
Institute) recommended desi" nation of PE3408 and cell classification 345434C per
ASTM D3350. The molec ' ar weight category shall be extra high (250,000 to'
1,500,000) as per the Gel � rmeation Chromatography determination procedure
with a typical value of 330,OQ,�.
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The interior of the pi �pe shall be a light reflective color to facilitate closed
circuit television inspection.
The pipe material shall be listed by the Plastic Pipe Institute (PPI) in PPI
TR-4. The pipe mate�ial shall have as •hydrostatic design basis of 1600 psi
at 73 F and 800 psi a� 140 F.
The manufacturer's c�rtification shall state that the pipe was manufactured
from one specific re in and shall state the resin used and its source. All
pipe shall be made o�'�virgin material. No rework, except that obtained from
the manufacturer's ov�n production of the same formulation, shall be used.
Pipe supplied under this specification shall have a nominal IPS (Iron Pipe
Size) outside diame,�er: The Standard Dimension Ratio (SDRI and
minimum oressure ratina of the nipe shall be SDR 17�- 100 nsi. Pipe with a
�. lower SDR ratio and�lhigher pressure rating may be used in lieu of the
minimum specified. �'
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2. Tests: The Contractor shal� be required to send submittals to the City of Fort
Worth on the production mat�rial.
a. The pipe manufacturer shall provide certification that samples of the
production product ets these specifications. The certification will state
that production prod t has been tested in accordance with ASTM D2837,
and validated in acco �lance with the latest revision of PPI TR-3.
b. The pipe manufactur��er shall provide certification that stress regression
testing has been pe�or�ned on the specific product. Certification shall
include a stress life urve per ASTM D2837�' and testing shall have been
performed in accordance with ASTM D2837.
c. Rejection: Polyethyl�� e plastic pipe and fittings may be rejected for failure
to meet any of the re 'c��uirements of this specification.
SEWER SERVICE CONNECTIONS;;
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1. Sewer Service Connections: ��Sewer service connections shall be connected to the
new pipe by mechanical or fusion methods. Once the saddle is secured, a hole
shall be drilled in the pipe th� full inside diameter of saddle outlet.
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PART DA - ADDITIC�,�VAL SPECIAL CONDITIONS
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04/16/99
2. Pipe Saddles: Mechanical addles sti�li be made of polyethylene pipe compound
that meets the requirement� of ASTM D1248, Class C, have stainless steel straps
and ,�asteners, neoprene gasket and backup plate. Mechanical saddles shall be
Strap-on-Saddle Type a�� manufactured by Driscopipe or Tapping Saddle
manufactured by DuPont; or approved equal. Fusion saddles shall be
electrofusion branch saddles as manufactured by Central Plastics Company, or
approved equal. u '�
3. Connection to Existing Service: Connections to the existing sewer service
connections pipe shall be �made using flexible couplings. All flexible couplings
shall conform to ASTM C425 and sha(I be as manufactured by Fernco Joint Sealer
Co., DFW Plastics, (nc. or "pproved equal. Backfi(I at service connections shall be
cement stabifized sand (2�acks per cubic yard) to a point 12 inches above the
service lateral to trench intersection and shall be in accordance with these
specifications.
The Contractor shall, upon;�request, permit the Engineer to take elevations on bo�h
the existing and new port�ons of the service connection pole to determine final
grade and invert elevation�s. Elevation changes greater than 0.10 feet from the
house lateral piping and sh�ll be reconnected as directed by the Engineer.
4. Service lnterruptions: Service interruptions to'homes shall not exceed 98 hours.
PREPARATION:
1. Bypassing Sewage:
a. The Contractor sh�ll bypass the sewage around the section or sections of
sewer to be rehabilitated. The bypass shall be made by plugging existing
upstream manhol� and pumping the sewage into a downstream manhole
or adjacent system; or other method as may be approved by the Engineer.
The pump and bypass lines shall �be of adequate capacity and size to
handle the flow wi�hout sewage backup occurring to facilities connected to
the sewer. °
b. The Contractor sh�ll be responsible for continuity of sanitary sewer service
to each facility connected to the section of sewer during the execution of
the work.
If sewage backup' occurs and enters buildings, the Contractor shall be
responsible for clean-up, repair, property da`mage costs and claims.
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2. Line Obstructions: If pre�nstallation (N) 'inspection reveals an obstruction in the
existing sewer (heavy solids, dropped joints, protruding service taps or collapsed
pipe) which will prevent ;completion of the pipe bursting/crushing process, and
cannot be removed b� conventional sewer cleaning equipment, then an
PRELIMINARY
p�SC-6
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PART DA - ADDITIOI�AL SPECIAL CONDITIONS �
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obstruction removal shall b� ►'nade by the Contractor, with the approval of the
Engineer. �� �
3. Sags in Sewer Line: ALL SAGS AND GRADE PROBLEMS 1N EXISTING SEWER
LINES SHALL BE CORRE�TED AS PART OF THIS CONTRACT. If the pre-
construction television inspei tion reveals a sag in the sewer line, the Contractor
shall be responsible for brinc,�ing the proposed sewer pipe to an acceptable g�ade
without a sag. A sag is de�ned as any sewer line segment more than 3 feet in
length which ponds water i � the absence of sewage flow. The contractor shall
take the necessary measu es to eliminate the sag by the method of: pipe
replacement, digging a sag elimination pit and bringing the bottom of the pipe
trench to a uniform grade in,,,line with the existing pipe invert or by other measures
that shall be acceptable to tl�e Engineer and the City;=
a. Identification of Sag�: Sags shall be identified by television inspection in
the absence of sew e flow. If available, the Contractor shall be furnished
te(evision tapes fro the City identifying the sag (ocation. Flow shall be
b(ocked at an upst am manhole and diverted to another sewer line or
downstream manhofe below the segment of pipe to be inspected. TV
inspection shall be perFormed in accordance with television inspection of
� sanitary sewer Iines�Video tapes shall be �ubmitted to the Department of
Engineering for revi
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,� b. Correction of Sags:�� Sags shall be corrected by open cut and by adding
additiona! bedding r�aterial to bring the sag back to grade where access is
available. For pipe� enlargement methods, all sags identified on the pre-
� construction video tapes shall be corrected prior to commencing with pipe
enlargement. 1°
In instances where ' ags are located under existing structures, the existing
O sewer line may be� relocated' us�ing open cut or boring methods. The
Department of En neering shall specificall,y review potential relocation's
and evaluate the �onstructability, economics and engineering feasibility
� prior to construction work.
c. Measurement and ��'ayment: Measurement and payment to correct sags
� shall be per linear�oot of pipe construction to correct the sag. For pipe
bursting methods, 1pen-cut or bore construction, the applicable bid prices
in ihe proposal sec�on shall apply.
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4. Television Inspection: I�tspection of the pipelines shall be performed by
experienced personnel trained in locating breaks, obstacles and service
� connections by closed ci��uit color television. Te(evision inspection shall be in
accordance with the sp'" cifications contain�d herewith for "Pre- and Post-
Construction Television ln�pection of Sanitary , ewer Lines".
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E. P1PE ENLARGEMENT SYSTEM i ND PIPE 1NSTALL�1j TION:
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PRELIMINARY - FOR INTERIM REVf�W ONLY - NOT FO� �ONSTRUCTION OR BIDD(NG
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PART DA - ADDITIO�f�IAL SPECIAL CONDITIONS
1.
Site Organization:
a. insertion or access �its shall be located such
be minimized and �t�ie length of replacement
shall be maximized., �
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that their total number shall �
pipe installed in a single pull
b. Existing manhofes shall be utilized wherever practical. M�nhole inverts �
and bottoms may b�„removed to permit access for installation equipment.
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c. Equipment used to perform the work shall be located away from buildings
so as not. to create �� noise impact. Provide silencers or other devises to
reduce machine noi�°e as needed to meet requirements.
2. Finished Pipe: The install�d replacement pipe shall be continuous over the entire
length of each pipe segment from manhole to manhole and shall be free from
visua! defects such as foreign inclusions, concentrated ridges, discoloration,
pitting, varying wall thickness, pipe separation, other deformities. Replacement
pipe with gashes, riicks, abr"asions, or any such physical damage which may have
occurred during storage an�/or handling, which are larger/deeper than 10% of the
wall thickness shall not be �used and shall be removed from the construction site.
The replacement pipe pa�sing through or terminating in a manhole shall be
carefully cut out in a shape��and manner approved by the Engineer. The invert and
benches shall be streamlin�d and improved for smooth flow. The installed pipe
shall meet the leakage requarements of the pressure test specified later.
3. Pipe Jointing:
a. Sections of polyethy(ene replacement pipe shall be assembled �nd joined
on the �job site above the ground. Jointing shail be accomplished by fhe
heating and but��fusion system in strict conformance with the
manufacturer's printed instructions.
b. The butt-fusion syst�m for pipe jointing shall be carried out in the field by
operators with prior experience in fusing polyethylene pipe with similar
equipment using proper jigs and tools per standard procedures outlined by
the pipe manufactur�er. These joints shall have a smooth, uniform, double
rolled back bead r�ade while applying the proper melt, pressure, and
alignment. It shall boe the sole responsibility o� the Contractor to provide an
acceptable butt-fusion joint. All joints shall be made available fo,r inspection
by the Engineer before insertion. The replacement pipe shall be joined on
the site in appropriate working lehgths near the insertion pit. The maximum
length of continuo�,�s replacement pipe which shall be assembled above
ground and pulled on the job site at any one time shall be 600 linear feet.
c. For situations wher� the replacement pipe is not pulled all the way to the
manhole or if it is 'impossible to pull the missle all the way through, the
following shall apply: At the direction of the Engineer, a 12"-18" full circle
steel clamp shal( b� utilized to connect segments of fhe HDPE pipe.
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PART DA - ADDITIONAL SPECIAL� CONDITIONS
New Pipe Instailation:
4.
a. Thread winch cable,"r chain and associated lines through sewer section to
be rehabilitated. Ke�p lines away from pedestrian and vehicular traffic.
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b. Existing manholes may be used for launch and receiving access. Remove
manhole invert and bottom as required. Pull winch chain through sewer
section and attach to cutter and machine head. Lower into launching
manhole, apply win �ih tension pulling the cutter. and head into the sewer
until the rear of the � achine is flush with the manhole wall. Attach steel
starter pipe and adv nce assembly until the rear of the steel starter pipe is
flush with the manh��le wall. Lower hydraulic jack into the manhole and
align. Insert new pipe by simultaneous operation of the jack and winching
the cutter and head forward.
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Anchoring New Pipe and Se�aling Manholes:
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a. After the new pipe i�as been installed in the entire lengt
section, anchor the �ipe at manholes. The new pipe shall
manholes for enougi distance to allow sealing and trimming.
h of the sewer
protrude in the
b. Sealing the new pip� at manholes shall not begin for a minimum of ten (10)
hours after installatimn. Provide a flexible gasket connector in the manhole
wall at the end of �the new pipe, centered, in the existing manhole wall.
Grout flexible conne, tor in the manhole, filling all voids the full thickness of
the manhole wall: I
c. Restore manhole bo�ttom and invert.
Field Testing:
a. Low Pressure Air l�'est of Replacement Pipe: After a manhole-to-manhole
section of sanitary � ewer main has been pipe burst/crushed and prior to
any service lines b,� ing connected to the replacement pipe, the pipe shall
be plugged at eacl� manhole with pneumatic plugs. The design of the
plugs shall be such that they will hold against the test pressure without
requiring external blocking or bracing. One of the plugs shall have three air
hose connections; ��ne for the inflation of the plug, one for reading the air
pressure in the se� ed line, and one for introducing air into the sealed line.
Low pressure air hall then be introduced into the sealed line until the
internal air presst��e reaches 4.0 psig greater than the ' average back
pressure resulting from any ground water that may be over the pipe. At
least two minutes s`�all elapse to allow the pressure to stabilize. The time
required for the internal� pressure to decrease from 3.5 to 2.5 psig greater
than the average ��ck pressure resulting from any ground water that may
be over the pipe, hall not be less than the time shown for a given pipe
diameter in the foll�wing table:
ASC-9
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CarrierNPipe
Diameter (�nches)
8�
10�
12
15
Minimum Elapsed
Time (minutes)
4
5
6
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b. Post-Construction T,elevision Inspection of New Pipe: Refer to Special� �
Condition for Post-Cbnstruction Television Inspection of Sanitary Sewer.
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F. MEASUREMENT AND PAYMENT::
1. Pipe Installation: Pipe installation will be measur.ed for payment by the linear foot
of pipe actually installed in the various diameters of sewers measured along the
centerline of the sewer frorfi centerline to centerline of manholes. Payment will be
made for the quantities me�sured at the unit price per linear foot for the various
sewer diameters listed. �
2. Service Reconnections: ' Installation of sewer service connections will be
measured for payment b;� each actually reconnected to the installed pipe.
Payment will be made for'tM�e quantities measured at the unit price per each listed.
Payment shall include required excavation and backfill, saddles, flexible
connections, and all other incidentals necessary to successfully reconnect sewer
service lines to the rehabjlitated sewer. Payment shall not include pavement
replacement, which if requir�d, shall be paid.separa'tely.
3. Sewer Cleaning by Bucket Machine: Heavy cleaning requiring more than hydraulic
jet cleaning shall be performed by bucket machines. The payment for such
cleaning shall be included in the bid item for Pre-Construction Television
Inspection of Sanitary Sewer Lines.
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4. By-pass Pumping: The C��tractor shall provide diversion for the flow of sewage
around the section or sectibns of pipe designated for rehabilitation. The pumps
and by-pass lines shall be ;pf adequate capacity and size to handle all flows. All
costs for by-pass pum�iri� required during installation of the pipe shall be
subsidiary to pipe enlargement.
5. Subsidiary Work: Any damage to utilities and property, resulting repairs,
temporary service costs, �tc. shall be borne by Contra�tor. Repair andfor
replacement of fences, sp� nkler system piping and other such restoration work
resulting from Contractor aa�ivities shall be considered subsidiary to the cost of the
project and no additional payment will be allowed.
6. Te�ting: All cost for testing the replacement pi�pe by a pressure method will be
incidental to pipe installation.
DA-3 THIS ITEM INTENTIONALLY DEL,�TED:
04/16/99
A�C-10
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DA-4 THIS ITEM INTENTIONQLLY DELF.�fED:
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DA-5 PIPE INSTALLED BY OTHER THA� OPEN CUT: �
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A. GENERAL;
1. Furnish materials and neces';�ary accessories, with strengths, thickness, coatings,
and fittings indicated, specifi�d and/or necessary to complete the work.
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2. All excavation shall provide �� n open area conforming to the outside diameter of
the casing and/or carrier c�duit. The excavation shall be to an alignment and
grade which will allow the carrier conduit to be installed to proper line and grade as
shown on the Plans and as ��stablished in the Specifications.
3. Work shall be performed in ��accordance with the requirements of the City of Fort
Worth Water Department, �he Texas Department of Transportation, or railroad
company, as applicable. �
MATERIALS:
1. Casing Pipe: Casing pipe shall be steel conforming to ANSI B36.10 and the
follawing: „
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a. Field Strength: 35,��0 psi mi�imum.
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b. Wall thickness: 0.31�2 in. minimum (0.5 for railroad crossings).
c.
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Diameter: As shown on the drawings (minimum size requirements).
Joints: Continuous �ircumferential weld in accordance with AWS D1.1.
2. Carrier Pipe in Casing: �arrier pipe shall be as shown on drawings and as
specified in the General C tract Documents.
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3. Sewer Pipe without Casing� Pipe: Shall be minimum Class 51 ductile iron pipe, or
as designated on the plans.
4. Grout: Grout sha(f be Pj rtland Cement grout of min. 2000 psi compressive
strength at 28 days. Prop�rtioned not less than h cu. ft. of cement"to 3 cu. ft. of
fine sand with sufficient wa�er added to provide a free flowing thick slurry.
C. EXECUTION ,�
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1. Where sewer pipe is required to be installed under railroad embankments or under
highways,. streets or othe� facilities in other than open cut, construction shall be
performed in such a m�nner so as to not interfere with the operation of the
railroad, street, highway, c�r other facility, and so as not to weaken or damage any
embankment or structure.1e During construction operations, barricades and lights to
oai� s�ss /XS C-11
� PRELIMINARY - FOR INTERIM REVIEW ONLY - NOT FOR CONSTRUCTION OR BIDD(NG
PART DA - ADDITIONAL SPECIAL �ONDITIONS
2
3.
04/16/99
safeguard traffic and ped�strians shall be furnished and maintained, until such.
time as the backfill has been completed and then shall be removed from the site.
Pits and Trenches:
a. If the grade of the pi�e at the end is below the ground surface, suitable pits
or trenches shall be �x�avated for the purpose of conducting the jacking or
tunneling operations and for placing end joints of the pipe. Wherever end
trenches are cut in ,the sides of the embankment or beyond it, such work
shall be sheeted se�urely and braced in a manner to prevent earth from
caving in. ''
b. The location of the pit shall meet the approval of the Engineer.
c. The pits of trenches excavated to facilitate these operations shall be
backfilled immediately after the casing and carrier pipe ;installation has
been completed.
a. The boring shall pro�eed from a pit provided for the boring equipment and
workmen. The holes are to be bored mechanically. The boring shall be
done using a pilot hole. By this method an approximate 2-inch hole shall
be bored the e�tire length of the crossing and shall be checked for line and
grade on the opposite end of the bore from the work pit. This pilot hole
shall serve as the centerline of the larger diameter hole to be bored. Other
methods of maintair�ing line and grade on the casing may be approved if
acceptable to the �gineer. Excavated material shall be placed near the
top of th� working �it and disposed of as required. The use of water or
other fluids in conne�tion with the boring operation will be permitted only to
the extent requiredelto lubricate cuttings. Jetting or sluicing will not be
permitted. R
Boring and Jacking Steel �asing Pipe: Steel casing pipe shall be installed by
boring hole with the earth a�ger and simultaneously jacking pipe into place.
b. In unconsolidated soil formations, a gel-forming colloidal drilling fluid
consisting of at le�st 10 percent of high grade carefully processed
bentonite may be used to consolidate cuttings of the ,bit, seal the walls of
the hole, and furnis� lubrication for subsequent removal of cuttings and
installation of the pi�e immediately thereafter.
c. Allowable variation from the line �and grade shall be as specified under
paragraph A.2. All:pvoids between bore and outside of casing shall be
pressure grouted.
A�C-12
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SPECIAL CONDITIONS
4. instailation of Carrier Pipe in �asing: '
a. Sanitary sewer pipe I�cated within the enc�sement pipe shall be supported
by "skids" or "bands"�I to prevent the pipe and bells from snagging on the
inside of the casing, �hd to keep the installed line from resting on the bells.
All skids shall be treafed with a wood preservative. Skids should extend for
the full length of the pipe with the exception of the bell area and spigot area
necessary for assemf�ly unless otherwise specified.
The Contractor shall prevent over-belling the pipe while installing it thr.ough
the casing. A metho of restricting the movement between the assembled
bell and spigot where pplicable shall be provided.
� d. At all bored, jacked, � r tunneled installations, the annular space between
the carrier pipe and asing shall be filled with grout. Care must be taken
fhat not too much wa; er is forced into the cas,ing so as„ not to float the pipe.
� The backfill mate�ial ill not be required unless specified on the plans and
specified by the Engi�eer.
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c.
e. Closure of the casin �� after the pipe has been installed sha(I be plugged at
the ends of the cas�g as shown on the drawings or as required by the
Engineer. �
Boring and Jacking Ductile Iron Pipe without Casing Pipe:
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a. As indicated on dra�ings and as required and directed by the Engineer
sewer shall be const cted of bore and jacked ductile iron pipe.
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b. When a casing pipe i� not designated on the drawings, the contractor shall
provide a casing pip � if necessary to achieve line and grade. Casing pipe
shall be provided at�o additional cost and shall be subsidiary to the cost
bid for installation B�lOther than Open Cut.
c. Bore and jacfc in acc0rdance with paragraph C.3. above. �
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d. Short length of sew�'r consisting of a single pipe section may be installed
by jacking without a�bore hole if permitted by the Engineer and in soft soil
layer. All voids outside of installed pipe shall be pressure grouted.
6. Tunneling: Where the characteristics of the soil, the size of the proposed pipe, or
the use of mono(ithic sewer would make the use of tunnefing more satisfactory
than jac4cing or boring, or w�en shown on the pians, a tunnefing method may be
used, with the approval of tl�� Engineer or raiiroad/highway officials.
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a. When tunneling is � rmitted, the lining of the tunnel shall be of sufficient
strength of suppo - the overburden. The Contractor shall submit the
proposed liner met�� d to the Engineer for approval. The tunnel liner
o4ir siss A� C-13
PRELIMINARY - FOR 1NTERIM REVIEI�1 ONLY - NOT FOR CONSTRUCTlON OR BIDDING
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PART DA - ADDITION�AL SPECIAL CONDITIONS
design shall bear the seai of a licensed professional engirieer in the State
of Texas. Approvak!by the Engineer shall not relieve the Contractor of the
responsibility for th�;adequacy of the liner r�ethod.
GENERAL:
The space betweeri' the tunnel liner and the limits of excavation shall be
pressure grouted or �nud-jacked.
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Access holes for pl"�cing concrete shall be space at maximum intervals of
10 feet. �
D. MEASUREMENT AND PAYMENT: Installation of pipe by other than open cut will be
measured by the linear fo�t of pipve, complete in place. Such measurement will be made
between the ends of the pipe alon� the central axis as installed. The work performed and
materials furnished as prescribed py this item will be paid for at the Contract Unit Price bid
per linear foo't for Pipe Installed �`y Other Than Open Cut of the type, size, and class of
pipe specified as shown on ,plans. The furnishing of all materials, pipe, liner materials
required for installation, for all prep'aration, hauling �and installing of same, and for all labor,
tool"s, equipment and incidentals necessary to complete the work, including excavation,
backfilling and disposal of surplu�;material shall be included in the Contract Unit Price as
shown in the Bid Proposal.
DA-6 THIS ITEM INTENTIONALLY DEL�TED:
DA-7 PROTECTIVE MANHOLE COATING FOR CORROSION PROTECTION:
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c.
Scope: This section gov"erns all work, materials and testing required for the
application of interior prote�tive coating. Structures designated to received interior
coating are listed on the construction drawings. The structures are to be coated,
including interior wall, top°�and bench su ,rfaces. Protective coating for corrosion
protection shall meet the requirements of this Specification (and items DA-12 and
DA-13) and the Manufacturers recommendations and specifications.
2. Description: The Contractor shall be responsible for the furnishing of all labor,
supervision, materials, equipment, and testing required for the completion of
protective coating of , structures in accordance with manufacturer's
recommendations.
3.
4
Manufacturer's Recommertdations: Materials and procedures utilized for the lining
process shall be in strict aqcordance with manufacturer's recommendations.
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Corrosion Protection: C�rrosion protection may be required on all structures
where high turbulence or high H2S content is expected.
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PART DA - ADDITI��VAL SPECIAL CONDITIONS
MATERIALS:
1. Scope: This section goverr�s the materials req�ired for completion of protective
coating of designated struct�es.
2. Protective Coating: The pr � tective coating shall be a proprietary two component,
100 percent solids, rigid olyurethane system designated as Spray Wall as
manufactured by Sprayroq, I c. or a two-part epoxy resin system using 100%. solids
based epoxy binder with fib us and flake fillers, is manufactured by Raven Lining
systems and designated as aven 405.
3. Specialty Cement (If required for leveling or filling): The specialty cement-based
coating material shall be either Quadex QM-1 s as manufactured by Quadex, Inc. or
Reliner MSP as manufactured by Standard Cement Materials.
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4. Material Identification: The�rotective coating material sprayed onto the surface of
the structure shall be a rethane or epoxy resin system formulated for the
application to a sanitary sei9ver environment. The spray system shall exhibit.the
minimum physical propertie�; as follows:
Property
� Tensile Strength
Flexural Stress
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Flexural Modulus
Standard
ASTM D-638
ASTM D-790
ASTM D-790
Long Term Value
5,000 psi
10,000 psi
550,000 psi
5. Mixing and Handling: Mi�Cing and Handling of specialty cement mate�ial and
protective coating material, �uvhich may be toxic under ce�tain conditions shall be in
accordance with the recorrr�nendations of the manufacturer and in such a manner
as to minimize hazard to �ersonnel. It is the responsibility of the Contractor to
provide appropriate protect ve measures to ensure that materials are under control
at all times and are not � vailable to unauthorized personnel or animals. All
equipment shall be subje t to the approval of the Engineer. Only personnel
thoroughly familiar with the andling of the coating material shall perform the spray
coating operations and coating installations.
EXECUTION:
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General: Protective coatir�g shall not be installed until the structure is complete
and in place.
Preliminary Repairs:
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a. All foreign materia�� shall be removed from the interior of the structure
using high pressur.fwater spray (3500 psi to 4000 psi at spray tip).
� b. All unsealed lifting holes, unsealed step holes, and voids larger than
approximately one-half (1/2) inch in thickness shall be filled with patching
compound as reco �r�mended by the materisRl supplier for this application.
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� oai�s�ss �4�C-15
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PART DA - A1�DIT14�VAL SPECIAL CONDITIONS
3.
c. After all repairs hav�°been completed„remove all loose materiai.
Protective Coafing:
a. The protective coatit�g shall be applied to the structure from the bottom of
the frame to the be�ch, down to the top of the trough. The top of the
structure shall also p� coated.
b. The protective coating shall be installed in accordance with the
manufacturer's recbmmendations and the following procedure.
1)
2)
3)
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The surface �hall be thoroughly cleaned of all foreign materials and
matter. �
Place covers over the invert to prevent extraneous mater'ial from
entering the �ewecs. �
If required fp�- filling or leveling, apply specialty cement product to
provide a smboth surface for the coasting material.
4) Spray the urethane or epoxy onto the structure wall and
bench/trough to a minimum uniform thickness of 125 mils (0.125
irlches). Th�ckness to be verifiable through the use of inethods
acceptable t��'the Engineer. After the walls are coated, the wooden
bench cover� shall be removed.
5) The final application shall have" a minimum of three (3) hours cure
time or be s�t hard to tfie touch, before being subjected to active
flow.
6) No applications shall be made to frozen surfaces or if freezing is
expected to' occur inside the structure within 24 hours after
application. `
4. Testing of Rehabilit�ted Manholes: Testing of rehabifitated manholes for
wateriightness shall be performed by fhe Contractor after operations are
complete in accord'�nce with the Section D-63 - VACUUM TESTING OF
SANITARY SEWER�MANHOLES.
D. MEASUREMENT AND PAYMENT: Payment shall be based on the Contract Unit Price
Bid per vertical foot, measured from the bottom of the frame to the top of the bench. The
Contract,Unit Price shall be paym�ent in full tor performing the work an'd for furnishing all
labor, supervision, materials, equi�ment and material testing required to complete the
work. Pressure grouting, if neces,sary to stop active infiltration prior to application of the
prptective coating, shall be included in the above unit price. Grouting of the pipe seals,
bench and trough, and lower porti��n of a particular structure, if required by the Engineer,
shall be paid for separately, as spe°cified in Section DA-8, MANHOLE REHABILITATION.
04/16/99
A�C-16
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PART DA - ADDITIO AL
DA-S MANHOLE REHABILITATION:
SPECIAL CONDITIONS
A. GENERAL �
1. Scope. This section covers the ��-ehabilitation of •sanitary sewer manholes and other
appurtenances in accordance with the Manhole Rehabilitation Details in the
specifications. The rehabilitation requirements for each manhole are listed in the
Manhole Rehabilitation Schedule 'n the specifications. Manhole rehabilitation includes
repairing, replacing, or restoring � anhole frame & cover, frame seal, chimney, corbel,
wall, bench, invert and/or pipe se��(s).
a The Contractor shall furnish all ,labor, supervision, materials, equipment and testing
required to complete the reha�i litation of the manholes listed in these Contract
Documents. `
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2. General: Contractor is responsible for� locating all manholes scheduled for
rehabilitation. Contractor shall notify City Engineer if a manhole cannot be located.
Contractor shall contact City �ngineer to determine if materials removed from
rehabilitated manholes will rema� the property of the Owner. If so, Contractor shall
coordinate when and where to � deliver salvaged material to the Fort Worth Water
Department. If not, Contractor sl`=�all be responsible for disposal of material. Contractor
shall provide watchmen, barricades and warning signs to protect his workers,
inspectors, and the public. Contr� ctor shall, at no additional cost to the Owner, replace
any portion of an existing manho that is damaged during rehabilitation of the manhole.
Contractor shall provide necess means to prevent wastewater flow from contacting
material used for rehabilitation prior'to fully curing. Loose and broken brick and mortar
shall be removed immediately fram the manhole to eliminate the possibility of pieces
entering the sewer lines. „
3. Submittals:
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a. Product Information. Contractor shall submit manufacturer's information on
products proposed to be �sed that are not specifically named in the Contract
Documents.
b. Personnel Qualifications. I� Prior to starting manhole coating, Contractor shall
submit qualifications of personnel that will be performing wall repairs and coating
procedures. Proposed personnel shall verify certification within the last two years
by the coating manufactu r and verify working on at least three projects with
similar coating within the p�o vious 12 months.
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c. Work Schedule. Prior to� beginning work on bench and invert replacements,
complete manhole replace,ments, or construction of new maintenance manholes,
Contractor shall submit or review by Owner's Representative a plan for
maintaining wastewater fl �lvithout any interruptions. Contractor shall maintain
wastewater flow at all time .
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P��C-17
PRELIMINARY - FOR INTERIM REVI�IV ONLY - NOT FOR CONSTRUCTION OR BIDDING
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PART DA - ADDITIONAL SPECIAL CONDITIONS �
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4. Quality Assurance. Contractor �nrill be responsible for ail testing laboratory services in
connection with data required fo� review of materials proposed to be used in the Work.
Contractor shall obtain Enginee�'s acceptance of the testing laboratory before having
services performed and shall pay for all costs for testing. Owner may, at his discretion,
pertorm quality control tests• or� materials during and after their incorporation in the
Work. If any of these tests fai�f Contractor will be responsible for correcting situation
and shall pay for any retest. Al��costs for quality assurance� testing will be subsidiary to
the Work. ,
5. Delivery, Storage, and Handling:, Upon delivery, all material shall immediately be stored
and protected until installed in the Work. All material shall be labeled an� stored in
accordance to the manufacture�'s recommendations and all Iocal, state, and federal
regulations. �"
6. Testing. All rehabilitated manholes shall be tested in accordance with Section D-63.
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IVIATERIALS �°
Clean and free from deleterious substances.
Dete�-gent, muriatic acid or approved equal.
Hydraulic Cement • Strong-Seal Plug, Penny Grout, IPA
1. Cleaners: ;
Water e
Cleaners ,
2. Wall. Bench. Trouah. �routina;
and Pioe Seal Reoair �
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"Octocrete", or approved equal.
Quick-setting Mortar ! Strong-Seal QSR, Rapid Set, or approved
, equal.
Urethane Gel Grout F Scotch-Seal "5610 and 5612" or approved
equal.
Cementitious Grout Materi� Sauereisen Cements "F-100 Grout" or
approved equal.
Activated Oakum . 3M Scotch Seal "5600" or approved,equal.
Two-Part Epoxy Adhesive �oating American Chemical Corp. "Aquatapoxy" or
approved equal.
Concrete Bonding Agent � ThoroSeal "Acryl 60" or approved equal.
Concrete Material in accordance with City of Fort
� Worth Water Department General Contract
Documents.
External Manhole Coatinp
Coal Tar
Internal Manhole Coatinas, ,
Non cementitious �
Tnemec "46-450 Heavy Tnemecol", Kop
Coat "Bitumastic Black Solution", or
approved equal.
5prayroq "Spray Wall" or Raven 405.
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Cementitious
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5. Frames. Covers. and Inserts°� �
Manhole Frames and Cover�
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Watertight Manhole Frames and
Covers
Manhole Insert — Polyethyle�je
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Manhole Insert - Stainless Steel
6. Fiber�lass Manhole Liner n.
7.
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PVC Lined Concrete Wall "
Reconstruction
Joint Material
Adjustment Rings
Bitumastic Gasket Material
Bitumasti� Trowelable Material
Miscellaneaus �
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Root inhibitor
C. EXECUTION
Standard Cement Materials "Reliner MSP"
or Quadex "QM-1 s".
McKinley "Type N with indented top",
Neenah "R1726A", or approved equal.
Neenah "R1915-E, Type L" or approved
equal.
Corrosion-proof high density polyethylene,
1/8" thick in accordance with Fort Worth
Water Department General Standards E100-
4.
Southwestern� Packing & Seals; Inc.,
"TetherLok".
Material in accordance with Section DA-15
of these specifications.
Material in accordance with Section DA-16
of these specifications.
Single-piece, precast concrete, ASTM
C478, 2" min. thickness.
RAM-NEK, EZ-STIK or approved equal.
GS-702 compound or approved equal.
Dichlobenil 2,6 - dichlorobensonitrile, or
approved equal.
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�� 1. lnspection. Prior to beginning the Work on a manhole, the Contractor shall inspect,the
manhole and notify City Engineer if actual conditions are in conflict with Manhole
� Rehabilitation Schedule. Aftei City Engineer revises schedule, Contractor shall
commence with Work.
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2. Manhole Rehabilitation Repair I Each manhole listed in the Manhole Rehabilitation
Schedule will be repaired with at least one `of the following repair methods. The
requirements for each repair s all be completed as described in this section and as
indicated on the Manhole Reha ilitation Details in the specifications.
a. CoverlFrame/Frame Seal Replacement.
� 1) Paved Areas: Mak� square full depth saw cut and remove the pavement to
expose t(�e entire manhole frame and exterior of manhofe a minimum of 6
inches below the op of the structurafly sound structure, keeping trench
�oai�s�ss A'SC-19 �
PRELIMINARY - FOR INTERIM REVI�W ONLY - NOT FOR CONSTRUCTION OR BIDDING
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PART DA - ADDITIONAL SPECIAL� CONDITIONS
sides as vertical as� possibie. Remove the pavement by breaking out from
saw cut toward the �nanhole to avoid breaking the frame.
Non-paved Areas: , Excavate adjacent to the manhole to expose the entire
frame to a minim�m depth of 6 inches below the top of the structurally
sound structure, keeping trench sides as vertical as possible. Limit
excavation to a 6-foot by 6-foot working area.
2) Remove and repl ce the existing frame, cover, and sealing material.
Furnish bolt down �rame and cover, if required by Manhole Rehabilitation
Schedule in the Sp�cifications. If grade rings are broken, deteriorated, or
loose, Contractor �hall notify Engineer prior to placing manhole frame.
Also, if manhole co�5tains brick grade adjustments pn top of concrete corbel
or chimney, Contrfictor shall replace the brick grade adjustments with
precast concrete!; rings in accordance with manhole grade ring
replacements.
3) Clean exposed int�rior and exterior surfaces of the existing chimney and
inspect for reuse. Wire brush and apply a concrete bonding agent and
quick setting hydraulic cement to the top surface of the manhole to provide
a smooth surfac�� prior to installing new grade rings and bitumastic
material.
4) Surfaces between the frame, adjustments, and corbel sections shall be free
of dirt and debris. �Bitumastic gasket material (minimum %2 inch thick) shall
be placed in two concentric rings along the inside and outside edge of each
joint or use bitum�stic trowelable material. Butt joints of the two rows of
bitumastic material shall be °positioned oppositie of each other. No steel
shims, wood, ston�s, or any material not specifically accepted by the
Engineer may be used to obtain final surface elevation of the manhole
frame.
5) In paved areas, frames shall be installed so the top of the casting will
conform to the slo�� and finish elevation of the paved surface. Allowances
for the compressio°� of the bitumastic material shall be made to assure a
proper final grade °elevation. Manhole rims in parkways, lawns, or other
improved lands sha�l be at an elevation not more than one (1) inch nor less
than one-half (1/2.) inch above the surrounding ground. Backfill shall
provide a uniform slope from the manhole frame for not less than three (3)
feet e.ach direction to existing ground elevations.
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6) In drainage areas, frames,shall be installed so the top of the casting will be
at the same elevati�n that existed prior to rehabilitating the manhole. a
7) If the inside diam��er of the
grade adjustments�' or frame,
installed prior to placing frame
04/16/99
A5C-20
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PRELIMINARY - FOR INTERIM REVIEW ONLY - NOT FOR CONSTRU�TION OR BIDDING
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manhole is too large to safely support new
the corbel shall be replaced or a flattop a
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8) The exposed, exteri � surFaces of manhole corbel, chimney, and frame
shall be wire brushe � and coated with finro �oats of coal tar, 14 mils DFT.
The grade adjustmen,s shall be wrapped�with a 6 mii polyethylene sheet.
�9) In unpaved areas, �ackfill with excavated material and compact with
mechanical equipme�t. In paved areas, backfill with granular material
meeting requirements of Item 402 and Section E1-2 to the limits shown on
figures in Section H.
10) A concrete collar shall be constructed in accordance with Figure 121.
Concrete collars will be required on rehabilitated manholes and new
replacement manholes as listed in the manhole rehabilitation schedule.
Construction of concrete collar will be paid for separately for each manhole
and shall include s���rface restoration (including seeding/sodding) and
permanent pavemenfi repair. Repair of pavement outside of 4 foot by 4
foot concrete collar s all be equal to or superior in composition, thickness,
etc., to existing pav ment and/or as detailed in the Transportation and
Public Works Depart' ent typical sections for Pavement and Trench Repair
for Utility Cuts, Figur 1 through 5. Non-standard concrete collars shall be
constructed at locatio� s authorized by the Engineer.
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b. Reseating/Sealing of Exi � ting Frame - Work shall be done in accordance with
Section D-52, with the e ception that the existing frame shall be reused. The
frame and cover shall inspected for any defects and notify the Owner's
representative if it is da aged or deteriorated. All scale, dirt, and debris shall
be removed from the exi�ting casting with a wire brush.
c. Grade Adjustment - All ' ork shall be done in accordance with Section D-52,
with the exception tha the existing frame shall be raised or lowered to
surrounding surface el ,� ations in accordance with the Grade Adjustment
� Detail.
1) In brick manholes, remove and replace the defective chimney up to a
� maximum of 24 inches below the frame. If chimney is defective below 24
inches, Contractor shall notify Engineer prior to completing manhole
rehabilitation.
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2) Existing defective c�ncrete grade ring adjustments and all brick or block
adjustments sh'all be��eplaced with precast concrete adjustment rings.
3) Where partial mar�hole replacement is required on the Manhole
Rehabilitation Sched�le, the following shall apply :
a) The extent o partial manhole replacement shall be based on the
depth of eterioration as determined by the Owner's
Representati The remaining structure shall be capable of
supporting th �%ewly constructed porti,pns of the manhole.
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b) Excavate the' work area to expose the entire depth of deterioration
in the existing manhole to a minimum d8pth of 6 inches below the
top of struct�tally-sound struct�are.
c)
d)
Perform reco,�struction to allow easy access into the manhole. No
more than 12� inches of depth of precast concrete grade adjustment
rings shall aMbe allowed to obtain proper grade. Perform
reconstructiqn in accordance with the Partial Manhole Replacement
Detail. �
Seal manhol�•joints in accordance with Section D-52.
e) Precast corb,�l, or barrel sections may be used as necessary. The
diameter of the precast sections shall be consistent with the existing
remaining str,ucture. Place a flattop section on existing manhole
structure prio�r to setting precast sections. Flattop sections shall not
overhang exi�ting manhole structures by more than 6 inches. If the
clearance from the underside of the proposed flattop to the manhole
invert is less than 4%2 feet, the manhole shall be completely
replaced.
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� Partial Man�,ole Replacement shall also�. include replacement of �
frame, cover} and sealing of frame and grade adjustments.
g) Remove all gdebris
dispose of prbperly.
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04/16/99
from reconstruction from the manhole and � �
Interior Manhole Coating -�° terior manhole coating shall meet the requirements of
Section DA-10, DA-11, DA-�2, or DA-13.
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Bench and Invert Rehabilitation
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1) Remove existing d�teriorated bench and invert material to solid material.
Care shall be taken;;to avoid allowing broken pieces of brick and mortar to
enter the sewer lines.
2) Apply concrete bonding agent and quick setting concrete to form a smooth
surface and continupus invert with the sewer pipe. New bench and invert
shall be formed in ��cordance with repair Bench and Invert Rehabilitation
Detail. •
e
Bench and Invert Repla�ement
1) Remove the existingi bench and trough completely. If the existing trough is
formed of sewer pi�� laid continuously through the manhole, special care
shall be taken to ensure� that the pipe seal and the sewer pipe to remain is
not damaged. Contr�actor shall, at no additional cost, replace any portion of
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l ASC-22
PRELIMINARY - FOR INTERIM REVIEVaI ONLY - NOT FOR CONSTRUCTION OR BIDDING a
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PART DA - ADD1T10 �VAL SPECIAL CONDITIONS
the existing� manhole or sewer pipe to remain that is damaged during bench
and invert replaceme it.
2) Install new bench a�i d trough with Class A concrete in accordance with
repair detail. SurFac� shall be troweled smooth and the invert of the trough
shall form a continu s smooth flow path from pipes entering the manhole
to where they exit. he bench and invert shall form a watertight seal with
the manhole wall, pi��, and bench/trough area.
3) If the manhole base s deteriorated or nonexistent, the minimum thickness
of the bench/trough �hall be six inches.
�
Removal of Existing Manho�� - Work shall be conducted as specified in Section D-
55.
h. Construct New Manhole
1)
� 2)
Completely remove �e ezcisting manhole structure.
Construct new m'�hole in accordance with Section D-52 of these
specifications. Con�ect to existing sewers using flexible couplings.
3) Coniractor shall mai,�tain existing wastewater flows at all times. Contractor
shall submit a plan �or maintaining wastewater flows to the Engineer prior
to beginning work.
Pressure Grout Pipe Seals,j�Bench and Trough, and Lower Portion of Manhole
1) All work shall be done in accordance with Section DA-17 of these
specifications.
2) Remove all foreign aterials from the manhole walls around the pipe seal
and within the pip seal itself, including all loose and protruding brick,
mortar and concret . Stop active leaks using products specifically for that
purpose.
3) Remove deteriorated area of the pipe seal to sound material. Apply
bonding agent to ��,ea and place hydraulic cement to fill voids to form a
watertight seal aro�i d pipe.
4) Drill holes around the pipe seal, bench/trough and lower portion of the
manhole and injectp urethane gel grout into holes in accordance with repair
detail. Activated oakum rope shall be used to fill the injection hole after
removal of the gr uting probe. Patch the injection hole with hydraulic
cement and apply Q water resistant two-part epoxy coating to the patch.
Clean all grout frorr� interior of manhole.
AI�S G23
PRELIMINARY - FOR INTERIM REVI �F�N ONLY - NOT FOR CONSTRUCTION OR BIDDING
�
PART DA - ADDITIQNAL SPECIAL CONDITIONS
Manhole Step Removal -�Remove existing manhole steps and fili voids with
hydraulic cement in accordance with repair detail.
k. Patch Holes - Clean and remove loose debris from holes to be patched. Apply
bonding agent to surface of holes and fill voids with hydraulic cement in
accordance with� repair Patc� Holes Detail. �
Watertight Manhole Insert� - Install watertight gasketed manhole inserts as
specified in Fort Worth Water Department Standard E100-4.
m. Grout Flattop to Wall Joint = Injection holes shall be drilled through the manhole at
90 degree angles from eaCh other within 4 inches of the bottom of the flattop.
Provide additional holes n��r observed defects, if necessary. Urethane gel grout
shall be injected through the holes under pressure with a probe designed for this
purpose. Injection pressure shall not cause damage to the manhole structure or
su�rounding surFace features. Grouting from the �ground surface will not be
allowed. Grout travel shall be verified by observation of grout at �efects or
adjacent injection holes. P��vide additional injection holes, if necessary, to ensure
grout travel. Injection hol�s shall be cleared with a�drill and patched with a
waterproof quick setting m�rtar. The flattop to wall joint shall be pressure washed,
cleaned, filled with a non-shrink grout, and finished smooth.
n.
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Fiberglass Manhole Insert - Work shall be conducted as specified in
Section DA-15 .
PVC Lined Concrete Wall Reconstruction - Work shall be conducted as specified
in Section DA-16.
p. Point Repair to Replace Sewer Line, 6"-15" Diameter - This item shall apply at
those locations indicated 'pin the Manhole Rehabilitation Schedule and those
additional locations authorized by the Engineer. The Contractor shall e�ccavate
adjacent to the manhole to, ncover the �iamaged sewer pipe. This pipe sh'all be
caref�111y removed from the �rianhole to the first sound joint (maximum of 5 feet) of
pipe. This pipe shall be repl,�ced with SDR 35 PVC pipe of the same nominal size.
This pipe shall be connecied to the existing sewer using flexible connectors
approved by the City. The connection of the new pipe to the manhole shall be
made using flexible gaskets meeting the requirements of ASTM C-923, grouted
into the man�hole wall using non-shrink grout. Embedment material shall be
installed around the pipe up'to the pipe springline. Backfill material conforming to
City specifications shall be�;placed and compacted as required. This item shall
include surface restoration �°nd permanent pavement repair.
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04/16/99
replacement or rehabilitatio� work.
Bypass Pumping - The Cor�tractor shall furnish and operate pumping equipment
and piping as required for bypass pumping necessary to complete any manhole
ASC-24
PRELlMINARY - FOR INTERIM REVIEV,V ONLY - NOT FOR CONSTRUCTION OR BIDDING Q
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� PART DA - ADDITIO�IAL
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D. MEASUREMENT AND PAYMENT
1.
2.
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SPECIAL CONDITIONS�
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Frame and Cover Replace' 'ent: Payment for iristailation of new manhole frames
and covers shall be based� on the Contract unit price and the actual quantity
installed. The Contract unit rice shall be full payment for the new manhole frame
and cover, excavation, inst�� lation of the manhole frame and cover, minor grade
adjustment, backfill, and derriolition and disposal of waste materials.
Grade Ring Replacement: �, Payment for installation of new grade rings shall be
based on the `Contract uni ; price and the actual quantity of new grade rings
installed. The Contract unit' �rice shall-be full payment for the new grade rings. All
costs for installing and sealing grade rings shall be included in the applicable
Contract unit price for sealing of frame and grade rings.
��
Paved Frame and Grade r' djustment Sealing: Payment for sealing manhole
frames and grade adjustme t rings in paved areas shall be based on the Contract
unit price and the actual nu ber of manholes where sealing of the manhole frame
and/or grade adjustments in paved are required. The Contract unit price shall be
full payment for excavatior� pavement removal, sealing mat�rials, installation of
grade rings, sealing, minor grade adjustment, backfill, pavement restoration, and
demolition and disposal of aste materials.
I
Non-Paved Frame and Gratle Adjustment Sealing: Payment for sealing manhole
frames and grade adjustm:nt rings in non-paved areas shall be based on the
Contract unit price and t�� actual number of manholes where sealing of the
manhole frame and/or g� �de adjustments in non-paved are require°. The
Contract unit price shall I be full payment for excavation, sealing materials,
installation of grade ring�; sealing, minor grade adjustment, backfill, surface
restoration, and demolition and disposal of waste materials.
Interior Manhole �Coating: Payment for interior manhole coating shall be based on
the Contract unit price wh�re interior manhole coating is applied. The Contract
unit price shall be full pa ment for surface preparation, interior coating of the
corbel, wall and bench, and cleanup.
i
Pressure Grout Pipe Seal�, Bench and Trough, and Lower Portion of Manhole:
Payment for grouting pipi seals, bench and trough, and lower portion of the
manhole shall be based u�on the Contract unit price and the actual quantity of
manholes where pipe seals, bench and trough and lower portion of the manhole
were grouted. The Contr�ct unit price shall be full payment for the preliminary
repairs, rehabilitating the �I pipe seals, grout material, installation of the grout
materials and cleanup. � . ,
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Bench and Inver.t Rehabily�ation; Payment for bench and invert rehabilitatioh shall
be based upon the Contract unit price and the actual number of manholes where
the bench and invert we�e rehabilitated. The Contract unit price shall be full
payment for materials andl�ench and invert rehabilitation.
�SC-25
PRELIMINARY - FOR INTERIM REVI�W ,ONLY - NOT FOR CONSTRUCTION OR BIDDING
.;
PART DA - ADDITI�NAL SPECIAL CONDITIONS
8. Bench and Invert Replacer�ent: Payment for bench and invert replacement shall
be based upon the Contra�t unit price and the actual quantity of manholes where
the bench and invert were;replaced. The Contract unit price shall be full payment
for materials, installation ybf materials, and demolition and disposal of waste
materials. � �
a
9. Patch Holes: Payment for,� patching holes shall be based upon the Contract unit
price and the actual number of manholes that were patched. The Contract unit
price shall be full °paymer�t for surface preparation, patching of the holes, and
cleanup. This item is allowed for payment only when it is'included in the Manhole
Rehabilitation Schedule. �atching holes prior to interior coating of manholes is not
a pay item.
. � �
10. Manhole Step Removal: F�ayment for manhole step removal shall be based upon
the Contract unit price per;rnanhole and the actual number of manholes that had
steps removed. The Contract unit price shall be full payment for removal and
disposal of the steps and p�tching of the voids created by step removal.
5
11. Watertight Manhole Insert4 Payment for watertight manhole inserts of the
respective type shall be based upon the Contract unit price and the actual number
of inserts of each type installed. The Contract unit price shall be full payment for
the watertight manhole insert and installation of the insert in the manhole.
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12. Ne�nr Sanitary Sewer Manhole: Payment shall be made as indicated in
Measurement �and Paymen�, Section D-52 in these specifications. This item shall
include up to five (5) linear feet of new PVC pipe at each manhole pipe connection
and connecting to the existir�g sewer.
13.
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04/16/99
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Concrete Manhole Collars:
a. Paved Areas. Payrr�ent for manhole collars in paved areas shall be based
on the Contract unit:<price and the actual quantity installed. The Contract
unit price shall be °full payment for labor, materials, pavement sawing,
excavating, disposal�of waste materials, and permanent pavement repair.
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b. Non-Paved Areas. Pavement for manhole collars in non-paved areas shall
be based on the Contract unit price and the actual quantity installed. The
Contract unit price shall be full payment for labor, materials, excavation,
,disposal of waste ma� erials, and surface restoration.
a
Partial Manhole Replaceme�it: Payment for partial manhole replacement shall be
based on the Contract unii' price per vertical foot measured from the top of the
frame to the top of the str�cturally sound existing manhole. The Contract unit
price shall be full payment for furnishing all labor and materials necessary,
including excavation and removal of the existing structure, replacement of the
frame and cover, installati�n of new adjustment rings, flattop, corbel or wall
sections, sealing, backfilling;; and surface restoration.
A5C-26
PREi.IMINARY - FOR INTERIM REVIEW ONLY - NOT FOR CONSTRUCTION OR BIDDING
. �
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PART DA - ADDITIQ�VAL SPECIAL CONDITIONS
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15. Interior Corrosion Protection: Payment shall be made
Measurement and Payment,%Section DA-7 in these specifications.
as indicated in
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16. Grout Flattop to Manhole V1�11 Joint: Payment for grouting the flattop to manhole
wall joint shall be based u�n the Contract unit price and the actual number of
� joints grouted. The Contra�: unit price shall be full payment for all material, labor
and cleanup required to co plete each joint grouting.
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17. Fiberglass Manhole Insert_ �ayment shall be made as indicated in Measurement
and Payment, Section DA-1 � in these specifications. �
18. PVC Lined Concrete Wall construction: Payment shall be made as indicated in
Measurement and Payment, Section DA-16 in these specifications.
Y1
19. Point Repair to Replace Se � er Line, 6" - 15" Diameter: Payment for each point
repair shall be based upon�he Contract unit price for each manhole connection
actually repaired. The Coritract unit price shall be full payment for all material,
labor, and cleanup required to complete each manhole connection repair.
20. Flattop Replacement: Payment for each flattop replacement shall be based on the
Contract unit price for each attop actually replaced. THe Contract unit price shall
be payment in full for all la or, material, and cleanup requi�ed to complete each
flattop replacement. Payrr� nt for frame and cover replacement, grade rings,
sealing, and concrete ma ole collar as required to complete the manhole
rehabilitation will be paid for separately at the applicable Contract Unit Prices.
21. Bypass Pumping: All bypa s pumping shall be a subsidiary obligation of the
Q Contractor. All costs for b ass pumping shall be included in the Contract unit
price for the items requiring pass pumping.
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DA-9 SURFACE PREPARATION FOR M�►NHOLE REHABILITATION:
�I�
A. GENERAL: This item shall govern th'� preparation of surfaces for manhole rehabilitation.
B. CLEANING:
Q 1. Covers (screens) shall be laced over the pipe inverts to prevent extraneous
material from entering the se �: er system.
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2. All concrete that is not sounc��or has been damaged by chemical exposure shall be
removed from the manhole. oose and protruding brick, mortar and concrete shall
be removed using a masonr�v hammer and chisel and/or scrapers. Existing roots
and manhole steps shall be removed by cutting them flush with the wall of the
manhole., r.
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3. All contaminates including �t not limited to:
curing compounds, effloresce ce, sealers, salts,
all other contaminants shall b� removed.
li
oa��siss AS ! -27
oils, grease, waxes, form release,
incompatible existing coatings, and
PRELIMINARY - FOR INTERIM REVIEW ONLY - NOT FOR CONSTRUCTION OR BIDDING
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PART DA - ADDITIONAL SPECIAL CONDITIONS
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4. Surfaces to receive protecti�ve coating shall be cleaned and abraded to produce a
sound concrete/brick surfac� with adequate profile and porosity to provide a strong
bond between the protectiv� coating and the substrate. All foreign materials shall be
removed from the manhol� interior using high pressure water spray (3500 psi to
4000 psi). Cleaning equipment shall have a pressu�e,gauge that indicates the water
pressure being used. °
5. Detergent water cleaning, muriatic acid, and hot water blasting shall be used, if
necessary, to remove dirt, qils, grease, and other matter which may prevent a good
bond of sealing material;�to the manhole surface. A mild chlorine solution
(household bleach) may be,��sed to neutralize the surface to diminish microbiological
bacteria growth prior to fina�Hrinse and �coating.
PRELIMINARY REPAIRS
All unsealed lifting holes, unsealed step holes, voids larger than approximately one-
half (1/2) inch in thickness shall be filled witf� patching compound at least one hour
(1) prior to application of the first spray coat.
2. Active leaks shall be sto��ed using City approved product$ specifically for that
purpose and according td manufacture�'s recommen�ation. Some leaks may
'require grouting to stop the' inflow. Grouting shall be performed in accordance with
City specifications and Section DA-17- PRESSURE GROUTING.
3. Bench area shall be built up if required to provide a uniform slope �from the
circumferences to the m",anhole trough: City approved cementitious patching
compounds or epoxy grout��s recommended by manufacture shall be used.
4. After all repairs have beeri�completed, all loose material shall be removed from the
manhole. Contractor shall insure no material is allowed to enter the sewer system.
. ,
5. Contractor shall ensure the manhole is•clear of all detergents and cleaners and that
all' active infiltration has been 'stopped prior to application of protective manhole
coatings for rehabilitation. _
INSPECTION
Applicator shall carefully inspect all surfaces prior to application of protective coating and
shall notify Owner of any notice�ble disparity in the surface which may interfere with the
proper performance of the repair rr�ortar and�protective coatir�g.
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MEASUREMENT AND PAYMENT
Payment for Surface Preparatioh shall be considered subsidiary to' the cost for Interior
Manhole Coating or Protective M'anhole Coating for Corrosion Protection.
DA=10 TFiIS ITEM INTENTIONALLY D�LETED:
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04/16/99
ASG28
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Scope
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This section governs all wor�C, materials and testing required for the application of
interior manhole coating. Manholes designated for interior coating are listed on the
Manhole Rehabilitation Sc�iedule. Interior manhole coating shall meet the
requirements of this Section �r of Section DA-10, DA-11, DA-13, or DA-14.
Description
The Contractor shall be r�ponsible for the furnishing of all labor, supervision,
materials, equipment, and t stir�g required for the completion of interior coating of
manholes in accordance with the Contract Documents.
3. Manufacturer's Recommend�tions
Materials, mixture ratios, and procedures utilized for the coating process shall be in
accordance with manufactur��er's recommendations.
4. Manholes
� Manholes to be coated are f brick, block, or concrete construction. All manholes
shall have a minimum of on -half (1/2) inch specialty cement-based coating material
(Quadex QM-1 s or Reliner � SP) sprayed or trowelled on coating over the original
interior surface. ��
B. MATERIALS
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� 04/16/99
PART DA - ADDITIO�IAL SPECIAL CONDITIONS
DA-11 THIS ITEM INTENTIONALLY DELETED:
DA-12 INTERIOR MANHOLE COATING - SPRAY WALL SYSTEM:
dl
A. GENERAL
1.
1
2.
Scope
�
This section governs the r�aterials required for completion of interior• coating of
manholes.
Interior Coating
The interior coating shall b� a proprietary two component, 100 percent solids, rigid
polyurethane system designated as Spray Wall as manufactured by Sprayroq, Inc.
3. Specialty Cement �,
�i
The specialty cement-based coating material sf��ll be either Quadex QM-1s as
manufactured by Quadex�� Inc. or Reliner MSf� as manufactured by Standard
Cement Materials.
P�G29 �
PRELlMINARY - FOR INTERIM REVI�W ONLY - NOT FOR CONSTRUCTION OR BIDDING
� �
PART DA - ADDITIONAL SPECIAL CONDITIONS �
C.
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The interior coating pshall be applied to the manhole from the bottom of the
frame to the bench, down to the top of the trough.
The interior coating �hall be installed in accordance with the manufacturer's
recommendations and the following procedure.
1) The su►face �hall be thoroughly cleaned of all foreign materials and
matter. Cleai�ing shall be accomplished by using high pressure water
spray (minirrium 3500 psi at spray tip), cleaning with muriatic acid,
04/16/99
4.
5.
Material Identification
The interior manhole coatirig material sprayed onto the surface of the manhole shall
be a urethane resin syste,�n formulated for the application to a sanitary sewer
environment. The spray sy �tem shall exhibit the physical properties as follows:
Pro�ertv
Tensile Strength
Flexural Stress
Flexural Modulus
Mixing and Handling
Standard
ASTM D-638
ASTI�?1 D-790
N ASTM D-790
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Lona Term Value
5,000 psi
10,000 psi
550,000 psi
Mixing and handling of spec�alty cement material and interior coating material, which
may be toxic under certain conditions shall be in accordance with the
recommendations of the manufacturer and in such a manner as to minimize hazard
to personnel. It is the r�sponsibility of the Contractor to provide appropriate
protective measures to ens�re that materials are under control at all times and are
not available to unauthorizei� personnel or animals. All equipment shall be subject to
the approval of the Engineer. Only personnel thoroughly familiar with the handling of
the coating material shall, perform the spray coating operations and coating
installations. '
EXECUTION
1. General
Manhole coating shall not :be installed until sealing of manhole frame and grade
adjustments, or partial manf�ole replacement when required for the manhole per the
Manhole Rehabilitation Sch�dule, is complete.
2. Temperature
�
Normal interior coating ope�ration shall be performed at temperatures of 40°F or
greater. No application sha�l be made when freezing is expected within 24 hours.
3. Interior Manhole Coating
A�C-30
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degreaser, or oiher solvents as needed in order to remove any fiim or
residue on the surface. .
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2) Place cove�s � ver the invert to ptevent extraneous material from
entering the se ers.
3) Apply a minim m of one-half (1/2) inch specialty cement product
(Quadex QM-1'�� or Reliner MSP) smooth surface for the urethane
coating materi�l.
4) Spray the uret�iane onto the manhole wall and `benchltrough with a
minimum thicf� ess of 125 mils (0.125 inches). Thickness to be
verifiable throu' h the use of inethods acceptable to the Engineer.
5) Coat trough a�ea with specialry cement product (Quadex QM-1 s or
Reliner MSP). ;i
1. Testing of Rehabilitated Manh�oles
��
a. Testing of rehabilitat�,� manholes for watertightness shall be performed by
the Contractor after o�erations are complete in accordance with Section•DA-
18.
MEASUREMENT AND PAYMENT �
Payment shall be based on the C�intract Unit Price per vertical foot, measured from the
bottom of the frame to the top of t�e bench. The Contract Unit Price shall be payment in
full for performing the work and fo ; furnishing all labor, supervision, materials, equipment
and material testing required to �omplete the work. Grouting, if necessary, shall be
included in the above unit price. C.�,,routing of the pipe seals, bench and trough, and lower
portion of a particular manhole, if �required by Manhole Rehabilitation Work Schedule or
required to be done by the Enginee�, shall be paid for separately at the Contract Unit Price.
DA-13 INTERIOR MANHOLE COATING -�tAVEN LINING SYSTEM:
►�
GENERAL
1. Scope
This section govems all wc�,fk, materials and testing required for the application of
interior manhole coating. I��anholes designated for interior coating are listed of the
Manhole Rehabilitation Schedule, listed in Section I. Interior manhole coating shall
meet the requirements of th�� Section, or of Section DA-10, DA-11, DA-12, or DA-14.
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04/16/99
A� C-31
PRELIMINARY - FOR INTERIM REVIEW ONLY - NOT FQR CONSTRUCTION OR BIDDING
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PART DA - ADDITIONAL SPECIAL CONDITIONS
Description
�
3
4.
The Contractor shall be responsible for the furnishing of all labor, supervision,
materials, equipment, and �testing required for the completion of interior coating of
manholes in accordance wi�h the Contract Documents.
Manufacturer's Recommendations
Materials, mixture ratios, arid procedures utilized for the coating process shall be in
accordance with manufactu�er's recommendations.
Manholes
Manholes to be coated are of brick, block, or concrete construction. All manholes
shall have a minimum of one=half (1/2) specialty cement-based coating material
(Quadex QM-1s or Reliner;MSP) sprayed�or trowelled on coating over the original
interior surface.
B. MATERIALS
1. Scope
This section governs the r�aterials required for completion of interior coating of
manholes.
2. Interior Coating i
Raven Ultra High-Build epoicy Coating, a two-part epoxy resin system using 100%
solids based epoxy binder with fibrous and flake fillers, is manufactured by ;Raven
Lining systems and design�ted as Raven 405.
3
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04/16/99
Specialty Cement
The specialty cement-based coating material shall be either Quadex QM-1 s as
manufactured by Quadex,°Rlnc. or Reliner MSP as manufactured by Standard
Cement Materials.
Material Identification
Contractors will completely "dentify the types of grout, mortar, sealant, and/or root
control chemicals proposed`�nd provide case histories of suecessful use or defend
the choice of grouting mate�ials based on chemical and physical properties, ease of�
application, and expected . performance. These grouting materials shall be
compatible with Raven 405 interior coating. The Qontractor shall be responsible for
getting approval from Raven° Lining systems and/or the grout manufacturers for the
use of these grouting materials.
ASC-32
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PRELIMINARY - FOR INTERIM REVIEW ONLY - NOT FOR CONSTRUCTION OR BIDDING �
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PART DA - ADDITIO�NAL �SPECIAL CONDITIONS
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5. Mixing and Handling �.
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'j Manhole coating shall not be performed until sealing of manhole from frame and
� grade adjustments, partial manhole�� replacement, manhole grouting or sewer
replacement/repairs are complete.
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04N 6/99
Temperatures
. Normal interior coating oper�tion shall be performed at temperatures of 40°F or
greater. No application shall be made when freezing is expected within 24 hours.
.��
Interior Manhole Coating ,�
a. Manholes schedule for interior coating are shown on the Manhole
Rehabilitation Schedu e. The interior coating shall be applied to the manhole
from the bottom of ��e manhole frame to the bench/trough, including the
bench/trough. �Q '
b. The interior coating �' all be installed in accordance with the manufacturer's
recommendations an � the following procedure.
�
Mixing and handling of interi I'r co�ting, which may be toxic under certain conditions
shall be in accordance with t e recommendations of the manufacturer and in such a
manner as to minimize haza� to personnel. It is the responsibility of the Contractor
to provide appropriate prot ctive measures to ensure that materials are under
control at all times and are �ot available to unauthorized personnel or animals. All
equipment shall be subject °to the approval of the Engineer. Coating shall be
performed only by certified a�plicators approved by the manufacturers.
EXECUTION m
1. General
3
1) The surFace I preparation shall comply with the requirements of
Section DA , SURFACE PRERARATtON FOR MANHOLE
RESTORATI �� N. '
2)
3)
4)
�
PRELIMINARY - FOR INTERIM REVIEVI` ONLY - NOT FOR CONSTRUCTI'ON OR BIDDING
Apply a mii
product (Qu
urethane co�
The surface
noticeable fr
shall be spr
minimum thi�
ium of one-half (1/2) inch specialty cement-based
ex QM-1s or Reliner MSP) smooth surface for the
ig material.
rior to application may be damp but shall not have
water droplets seeping or running water. Material
applied per manufacturer's recommendations with a
�ess of 125 mils (0.9 25 inch).
After the w�ls are coated, the wooden bench covers shall be
removed and�the bench sprayed to the same average and minimum
thickness as ��quired for the walls.
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PART DA - ADDITIONAL SPECIAL CONDITIONS
5) The final application shall have a minimum of three (3) hours cure
time or be set hard to the touch, before being subjected to active flow.
6) No applications shall be made to frozen surfaces or if freezing is
expected to occur in side the manhole within 24 hours after
application. y
4. Testing of Rehabilitated Mar�holes
a. After the epoxy lin�� has set (hard to touch), all visible pinholes shall be �
repaired. Repairs sFiall be made by lightly abrading the surface and brushing
the lining material o�ier the area. All blisters and evidence of uneven cover �
shall be repaired ac�ording to the manufacturer's recommendations. Spot
check of coating thi�l,<ness may be made by Owner's Representative, and the
contractor shall repair these areas as required, at no additional cost to the �
Owner.
b. Testing of rehabilita ed manholes for watertightness shall be performed by �
the Contractor after' perations are complete in accordance with Section DA-
18 — VACUUM TES ING OF REHABILITATED IVIANHOLES.
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D. MEASUREMENT AND PAYMENT `
Payment shall be based on the C�ntract Unit Price per vertical foot, measured from the
bottom of the frame to the top of the bench. The Contract Unit Price shall be payment in full
for performing the work and for fu�nishing all labor, supervision, materials, equipment all
testing necessary to complete thelwork. Payment for grouting of pipe seals, bench and
trough and manhole walls shall be based on the Contract Unit Price for each manhole
actually grouted.
DA-14 THIS ITEM INTENTIONALLY DELETED:
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DA-15 THIS ITEM INTENTIONALLY DEL''�TEQ:
DA-16 THIS ITEM INTENTIONALLY DE�ETED:
DA-17 THIS ITEM INTENTIONALLY DELETED:
DA-18 TH1S ITEM INTENTIONALLY DEL'ETED:
DA-19 VACUUM TESTING OF REHABILITATED MANHOLES:
A. GENERAL
1. Scope. This section descr��es manhole testing to effectively confirm the watertight
integrity of existing manhdles following structural ,infiltration and inflow related
repairs and that the appear�nce of the work is acceptable.
oai�siss A�,SC-34
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PRELIMINARY - FOR INTERIM REVIEW ONLY - NOT' FOR CONSTRUCTION OR BIDDING
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PART DA - ADDITIO�IAL SPECIAL CONDITIONS
a
' Descri�tion:
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a. Infiltration may be ob�rved in manhole defects at manhole walls, pipe seals
or bench/trough areas. Infiltration related repairs are intended to eliminate
leakage of groundwater into manholes. .
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b. Inflow may be obse �t�ved in manhole defects at manhole frames, covers,
frame seals, grade justments, grade adjustment seals, corbels, or walls.
Inflow related repairs re intended to eliminafe�°sources of surface water entry
that become active d'ring rainfall events. •
c. Structural repairs ma be required wheri making I/I related manhole repairs.
Structural repairs ma�i include defects in any manhole components but not
displaying I/I. �
�. �
Testing, Observations and G�uarantee Periods:
3.
a. The testing
designated
Engineer.
Ip
required` shall be perFormed by the Contractor at locations
�y the �ngineer and documented to the satisfaction of the
� b. Any new or rehabilitated manholes that are observed to be leaking by the
Engineer during peri � ds of high groundwater or during inflow conditions shall
be subject to additi al repairs. The Contractor shall be responsible for all
aadditional repairs required on these unsatisfactory manholes during the
guarantee period.
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c. All manhole rehabilitation work shall be warranted to be free of defects and of
good workmanship �or a minimum of three (3) years from the date of final
acceptance of the pr��ect. Any manhole repairs completed by the Contractor
which fail during th�� warranty period shall �be repaired to the satisfaction of
the City at no additional cost to the City.
MATERIALS - Not specified.
EXECUTION
1. Infiltration'Testing_
a. All interior coated ri'�anholes and all partial replacement manholes shall. be
observed (tested) �y the Contractor in the presence of the Engineer for
sources of infiltrati . Observations will be made during high groundwater
conditions, whereve� possible.
b. Manholes shall b�� tested after installation with all connections (existing
and/or proposed) in place. Drop-connections and gas sealing connections
shall be installed � ior t0 testing. The lines entering the manhole shall be
temporarily plugge�with the plugs braced to prevent them from being drawn
ASC-35
PRELIMINARY - FOR INTERIM REVI�W ONLY - NOT FOR CON�TRUCTION OR BIDDING
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PART DA - ADDIT�MONAL SPECIAL CONDITIONS
R
into the manhole.�� The plugs shall be installed in the lines beyond drop-
connections, gas sealing connections, etc. The test head shall be placed
inside the frame at�the top of the manhole (so that the manhole frame seal is
tested) and inflated in' accordance with the manufacturer's recommendations.
A vacuum of 10 incfies of inercury shall be drawn, and the vacuum pump will
be turned off. Witl� the valve closed, the level of vacuum shall be read after
the required test time. If the drop in the level is less than 1-inch of inercury
(final vacuum greater than 9-inches of inercury), the manhole will have
passed the vacuuri'� test. After a successful test, the temporary plugs will be
removed. The req�lired test time is determined from Table I.
Table I
MINIMUM T�ME REQUIRED FOR A VACUUM DROP
�OF 1" Hg (10"H9 - 9"H9) (SEC)
DEPTH OF M.H. � 48-Inch Dia. 60-Inch Dia. 72-lnch Dia.
(FT.) Manhole Manhole Manhole
0
12
14
16
18
**
20 sec.
25 sec.
30 sec.
35 sec.
40 sec.
45 sec.
T=5 sec.
26 sec.
33� sec.
39 sec.
45 sec.
52 sec.
59 sec.
T=6.5 sec.
33 sec.
41 sec.
49 sec.
57 sec.
67 sec.
73 sec.
T=8 sec.
""For all Manholes over 18 feet in depth, add "T' seconds as shown for each
respective diameter; for each finro feet of additional depth of manhole to the
time shown for that �18 foot depth. [Example: A 30 (thirty) foot deep, 48 (forty-
eight) inch Manh,ole Total Test Time would be 75.0 seconds.
45.0+6(5.0)=75.0 seconds] (Values listed ab'ove are extrapolated from ASTM
C924-85).
a. Manhole vacuum I�vels observed to drop greater than 1-inch of inercury
(Final vacuum less t�an 9-inches of inercury) will have failed the test and will
require additional re�habilitation. The Contractor shall make the necessary
repairs to the alr�ady completed rehabilitation work at no additional
compensation. If the failure of the vacuum test is determined to be due to
preexisting conditioiis not on the manhole rehabilitation schedule for that
manhole, this additional work may be authorized by the Owner's
Representative. Af�er completion of the additional rehabilitation the manhole
shall then be re-tested as described above until a successful test is made.
Only one payment'for manhole vacuum testing will be �made on each
manhole. �
b. Vacuum testing is r.equired�on all manholes having interior rehabilitation;
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04/16/99
ASC-36
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PRELlMINARY - FOR'I`NTERIM REVIENV ONLY - NOT FOR CONSTRUCTION OR BIDDINC �
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PART DA - ADD1T10 ,�AL SPECIAL CONDITIONS
2. Inflow Testing:
� All partially rehabilitated mar�oles shail be dyed water tested unless the manhole
has successfully passed� the vacuum test. Manholes shall be dyed water tested in
the presence of the Engineer-�h� The dye test shall consist of applying a concentrated
j"'j dye solution around the manf�ole frame. Dyed water shall be applied for at least ten
�.j minutes. '�
� Manholes observed to be ac�vely leaking greater than one drip per five seconds will
have failed the test and will �t be acceptable. Manholes failing the test will require
additional rehabilitation by th Contractor at no additional compensation.
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3. Other Testing:
One (1) rehabilitated manh�le will be randomly selected for further testing. A
laboratory selected by the City will take core samples of wall sections of manholes
with wall coatings. Testing f the core samples will be done to evaluate material
thickness, compressive stre�gth, flexural strength and slant shear bond strength.
The following are the minimum required strengths for cementitious and non-
cementitious wall coatings:
a. Compressive Streng� . Compressive strength shall conform to ASTM C
495 and C 109 and s��all meet or exceed a minimum 28-day break of 4,000
psi.
b. Flexural Strength. FI ural strength shall conform to ASTM C 348 and
shall meet or excee� minimum 28-day break of 1,200 psi.
,f
c. Slant Shear Bond St�ength. Slant shear bond strength shall conform to
ASTM 882 modified ��nd shall meet or exceed a minimum 28-day break of
2,400 psi. � I
If the manhole tested°'fails to pass any of these requirements, another
manhole shall be sel cted and tested. If the-second manhole �fails, the City
may, at its option, st �� work until the Contractor can provide assurance that
testing requirements n be met.
4. Guarantee: ,; �
Contractor shall warrant th�° t the workmanship and materials are free from defects
and that the manholes are ss�aled from inflow and infiltration for a period of three (3)
years from the date of final �cceptance of the project.
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MEASUREMENT AND PAYMENT''
'C
Payment for manhole vacuum testir�g shall be made at the Contract Unit P..Cice bid for each
Manhole Vacuum Test actually � erformed and passed and the appearance of the
completed rr�anhole is visually ac ptable. Payment shall be fu(I compensation for all labor
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A�SC-37
PRELIMINARY - FOR INTERIM REVIE'�N ONLY - NOT FOR CONSTRUCTION OR BIDDING
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PART DA - ADDITIC�NAL SPECIAL CONDITIONS
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and materials necessary to complete each test. No payment wiil be made for additional
vacuum tests or any dyed water tes�ing. �
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Payment for manhole core testing, including all. labor and materials necessary to complete
each test, shall be made at the Contract Unit Price bid for each Manhole Core Test actually
perFormed and passed. ;
DA-20 THIS ITEM INTENTIONALLY DEL`ETED:
DA-21 THIS IT�M INTENTIONALLY DEL�TED:
�.
DA-22 REPLACEMENT OF CONCRETE4�URB AND GUTTER:
Contractor shall replace all damaged existing curb and gutter, as designated by the Construction
Engineer, and replace with standard concr�;te curb and gutter, laydown curb and gutter, or in like
kind, as governed by the standard City Specifications. Pay limits for laydown curb and gutter are
as shown in Drawing No. S-S5 of the Standard Specifications. Included, and figured subsidiary to
this unit price, will be the required excavaf�on into the street to aid in the con'struction of the curb
and gutter: The pay limit will be 9" out from the gutter lip, with same day haul-off of the removed
material to a suitable dump site. The str�et void shall be filled with H.M.A.C. "Type D" mix and
compacted to standard City densities and top soil, if needed, shall be added and leveled to grade
behind the curb. Existing improvements dwithin the parkway such as water meters, sprinkler
system, etc. damaged during construction;�hall� be replaced with same or better at no cost to the
City. ''
Backfill for curb and gutter shall be comple�ed within fourteen (14) calendar days from the day of
demolition to date of completion. if the cor�tractor fails to complete the work within fourteen (14)
calendar days, a$100 dollar liquidated darimage will be assessed per block per day.
The unit price bid per linear foot shall be full compensation for all materials, labor, equipment and
incidentals necessary to complete the work�
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DA-23 REPLACEMENT OF 6" CONCRETE DRIVEWAYS:
This item shall include the removal and �eplacement of existing concrete driveways, due to
deterioration or in situations where curb 'and gutter is replaced to adjust grades to eliminate
ponding water with same day haul-off of°the removed material to a suitable dump site. For
specifications governing this item see Ite�n No. 104 "Removing Old Concrete", Item No. 504"
Concrete Sidewalk and Driveways". Pay Ilmits for concrete driveway are as shown in Drawing
No. S-S5 of the Standard Specifications. ° •
The unit price bid per square yard shall b� full compensation for all labor, material, equipment,
supplies, and incidentals necessary to complete the work.
DA-24 REPLACEMENT OF H.M.A.C. PAVEMENT AND BASE:
, �
The contractor shall remove all existing deformed H.M.A.C. pavement and/or bad base material
that shows surface deterioration and/or complete failure. The Engineer will identify these areas
o4i�siss ASC-38
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PRELIMINARY - FOR INTERIM REVIEW,�ONLY - NOT FOR CONSTRUCTION OR BIDDING
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PART DA - ADDITIOI�AL SPECIAL CONDITIONS
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upon which time the contractor will begin v+
means, out of the existing pavement in squ
vertically and all failed and loose material
unsatisfactory base material shall be„ remc
sub-base. The total depth of excavation
surFace-base-some sub-base removal for ti
,remaining good material shall be leveled a
excavated material shall be hauled off site,
�rk. The failed area shall be saw cut,� or other similar
re or rectangular fashion. The side faces shall be cu"t
�xcavated. As a part of the excavation process, all
ed, if required, to a depth suffi�cient to obtain stable
�uld range from a couple of inches to include the
�ich the Engineer will select the necessary depth. The
� uniformly made ready to accept the fill material. All
ie same day as excavated, to a suitable dump site.
� After satisfactory completion of removal �as outlined above, the contractor shall place the
permanent pavement patch, with "Type D"� urface mix. This item will always be used even if no
� base improvements are required. The �roposed H.M.A.C. repair shall match the existing
pavement section or the depth of the fail material, whichever is greater. However, the patch
thickness shall be a minimum of 2 inches�Generally the existing H.M.A.C. pavement thickness
will not exceed 6". Before the patch layers �,re applied, any IooSe material, mud and/or water shall
abe removed. A liquid asphalt tack coat shalp be applied to all exposed surfaces. Placement of the
surface mix lifts shall not exceed 3 inches with vibrator compactions to follow each lift.
Compactions of the mix shall be to staridard densities of the City of Fort Worth, made in
� preparation to accept the recycling process:
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All applicable provisions of Standard Specification Item Nos. 300 "Asphalts, Oils, and Emulsions",
304 "Prime Coat", and 312 "Hot-Mix Asphaltic Concrete" shall govern work.
The unit price bid per cubic yard shall be fyJl compensation for all materials, labor, equipment and
incidentals necessary to complete the worl�:
DA-25 GRADED CRUSHED STONES:
This item shall be used to repair the failed base material in areas exceed 8" deep as directed by
the Engineer. The material shall be graded Icrushed stones.
For specifications governing this item see �tem No. 208 "Flexible Base".
The unit price bid per cubic yard shall be f�ll compensation for all materials, labor, equipment and
incidentals necessary to complete the worf�.
DA-26 THIS ITEM INTENTIONALLY DEL�' TED:
DA-27 THIS ITEM INTENTIONALLY DEL�TED:
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DA-28 THIS ITEM INTENTIONALLY DEL,�TED:
DA-29 REPLACEMENT OF 7" CONCREtE VALLEY GUTTER:
This item shall include the removal andj� reconstruction of existing concrete valley gutters at
locations to be determined in field: e�
Removal of existing concrete valley, asphalt pavement, co'ncrete base, curb and gutter, and
necessary excavation to install the concrete valley gutters all shall be subsidiary to this pay item.
Q04/16/99
ASC-39
PRELIMINARY - FOR INTERIM REVIEW ONLY - NOT FOR CONSTRUCTION OR BIDDING
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PART DA - ADD1T1(3NAL SPECIAL CONDITIONS
Furnishing and placing of 2:27 concrete `base and crushed limestone to a depth as directed by
the Engineer and necessary asphalt tran�sitions as shown in the concrete valley gutter details,
shall be subsidiary to this Pay Item. �
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See standard specification Item No. 314, "Concrete Pavement", Item 312 "Hot-Mix Asphaltic
Concrete", Item No. 104, "Removi�g qOld Concrete", Item No. 106, "Unclassified Street
Excavation" Item No. 208 "Flexible Base." Measurement for final quantities of valley gutter will be
by the square yard of concrete pavement��nd the curb and gutter section will be included.
Cont�actor may substitute 5" non-reinfor�ed (2:27) Concrete Base in lieu of Crushed Stone at no
additional c,ost. See Item 314" Concrete Pavement".
Asphalt base material may be required at�times as directed by the Engineer to expedite the work
at locations identified in the field.
The concrete shall be designed to achieV�e a minimum compressive strength of 3000 pounds per
square inch. Contractor shall work on one-half of Valley Gutter at a time, and the other half shall
be open to traffic. Work shall be complete� on each half within seven (7) calendar days.
If the contractor fails to complete the wot;Jc on each half within seven (7) calendar days, a$100
dollars liquidated damage will be assessed per each half of valley gutter per day.
The unit price bid per square yard for �oncrete Valley as shown on the proposal will be full
compensation for materials, labor, equip,r°nent, tools and incidentals necessary to complete the
work.
DA-30 THIS ITEM INTENTIONALLY DEL�ETED:
DA-31 THIS ITEM INTENTIONALLY DE'L°ETED:
DA-32 THIS ITEM INTENTIONALLY DELETED:
DA-33 REINFORCED CONCRETE PAVEMENT OR BASE (UTILITY CUT)
The following specifications are for the furnishing and placing of reinforced concrete pavement or
base as shown on detail and as directed by;the Engineer.
A. GENERAL:
Reinforced concrete pavement or base shall conform to Specification Item No. 314 herein
except for finishing and curing.
B. FINISHING:
The reinforced concrete shall be broug'�f' to a uniform surface by workjng with a wooden float.
The surface shall be flush with the adjacent pavement and shall have a finish similar to the
surrounding pavement. The surface shall be even and shall provide a smooth ride. "
04/16/99
ASC-40
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PRELIMINARY - FOR INTERIM REVIEW ONLY - NOT FOR CONSTRUCTION OR BIDDING �
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C. CURING:
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PART DA - ADDITIONM�L SPECIAL C�NDITIONS
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The reinforced concrete pavement surfac�s shall be sprayed uniformly with a membrane curing
compound conforming to the requirerrr�ents of ASTM C-309, Type 2, white-pigmented �
compound, which shall not produce permanent discoloration of the concrete. Concrete shall be
allowed to cure for seven days or test cylinders reach 3000 psi before removal of barricades.
D. EXECUTION:
Included in this item will be the remova �I of the existing reinforced concrete pavement. The
existing pavement shall be sawed so a to maintain an even, straight pavement cut. The
existing reinforcing steel at sawed line an � construction joints shall be lapped 18 inches with the
new reinforced concrete pavement. T e existing steel shall be thoroughly cleaned before
lapping.
The following work method will be perforrr�ed on each utility cut:
1. Place safety signs, barricades and/��r other warning devices where necessary and as
required. j
2. Replace pavement to nearest joint.
• 3. Mark out the damaged area with ke;�l, chalk line or paint being sure to include all areas
requiring repair. �
4. Saw cut along marked lines a minim�l�n of two (2) inches deep.
5. Remove existing concrete.
6. Forrra joints and place reinforcing steel and Dowel Bars (as required) according to standard
specifications. , °'
7. Place and finish concrete.
� 8. Clean up job site, removing all debris:,,
9. Maintain traffic control devices to pr �tect the area until the concrete has cured seven days
or concrete reaches 3000 psi compr�sive strength. r �
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E. PAYMENT:
�
Payment shall be made at the unit pric�'�per linear foot as shown on the proposal and shall be
full compensation for furnishing all labor, materials, equipment tools and incidentals necessary
to complete the work. �.
DA-34 THIS ITEM INTENTIONALLY DEL�TED:
� 9A
DA-35 THIS ITEM INTENTIONALLY DEE!.ETED:
�o
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oai�s�ss ASC-41
� PRELIMINARYY- FOR INTERIM REVIEVII'ONLY - NOT FOR CONSTRUCTION OR BIDDING
PART DA - ADDITIONAL SPECIAL CONDITIONS
r4
DA-36 TH1S ITEM INTENTIONALLY DELETED:
DA-37 THIS ITEM INTENTIONALLY DEL;ETED:
DA-38 THIS ITEM INTENTIONALLY DEL,�TED:
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04/16/99 ASC-42
PRELIMINARY - FOR INTERIM REVIEW ONLY - NOT-FOR CONSTRUCTION OR BIDDING
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WATER DEPARTh;ENT
SECTI Q+i E SPc Ci FI CATIO��(S
JalllARY 1 , 191d
Ail materials, construction methods and procsdures used in this project
shall conform to Sections E1, EZ, and E'LA of the Fort �orth Water Uepartrr�ent
6eneral Contract Cocuments an�d Ge'nerai Specifications, toQether with any
additiona] materia] specification(s), construction(s) or later revision�s).
(See revisions 1ist�d on this she�t). Sections �l, E'L and E2A oi the
Fort i�orth Water l,�epartment neral Contract Documents and General
Specifications are her��y ma e a part oi this contract documznt �y refzrenc;
for all Qurposes, the same a if copies verbatim nerein, and such Sections
are fi lzd and kept in tn� of ice of ti�e Ci ty Secretary of the Ci ty or
Fort Worth as an offi ci al re ord of the Ci ty oi Fort Wortt�,
IHCEX
E1
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M�iERI�L SPECIFiC.1TI0�{5
C���S7RUCi I4t� SPECI FI C4TI��S
EZA G�NERAL DES IG,"i DETAI LS
R�visions as of April 20, 19I�1, r'o1)ow:
E1-'1.4 8ackfill: (Correct minimum canpaction requirement to QS:o Proct;r density
' and correct P,I. val s as follcws:)
c. Addi tional back � i 11 rzqui r2:r�ents when approved for use i n
s tree ts : �
, 1. Type B 8�ckfill
(c) Max�mum plastic indzx �PI) shall be �
Z. Type C� 2ckfi 11 �
(a) Mat��ria� rrxeeting r2quirerr�ents and havino a PI of 8
or less sl�all be consider�d as suitable for cor��ac�-
ian by jetting
(f�) Mattirtal meeting requirement and having a PI of 9
or �nore s;iall be considered r"or use only xitn ^
rne�;�anical compaction •
EL-2. ] 1Trencf� �ackfi 11: (Correct minimum cor�Qaction requi re.r�ent �her�ver i �
appears in this section to 95� Proct:r de�isity except for paragrapn a,l.
wt�ere the "9�A modified Procter density" sha11 remain unchang�U).
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,_ PMS y 67 (Copper) ,�. PMS 2a8 (b,�e)
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PRO.I�CT S�GN
Figure 30
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Scate 1" = 1'
09/18196 � E2-1 Construction
_�: - - . . .
=--- - � -- � � . . . ..-- ----- �- - - -
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: •- �
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OR 2:2Z EONCRETE
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FRAME AND COVER . .
COMPLEI'E WITH . • ��_
WATER7IGHT MANHOLE INSERT :. ..::
2 ROWS BITUMASTIC JQINT SEALANT
BETwEEN � al.L AOJUSTMENT Joir�Ts �
�--PRECAST ADJUSTING RINGS
(CAST IN PLACE ALSO AI,LOWED)
PRECAST CONCRETE CONCENTRTC COR6EL
SECTION (CAST IN PLACE Al.SO AL.LQWED)
OUTSIDE� TO BE WATERPR00�'ED _
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SECTIONAL ELEVATION
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PIPE GASKET CAST INTO
STRUCTURE AT ALL PIPE
RENETRATTONS
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(-4' MINIMUM BELOW BELI.)
I�iTEGRAL MANHOLE •
BASE OR PRECAST
CONC. SLAB (6' MIN,
THICKNESS) PER ASTM .
C-478
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Where M.H.'s are in street
Install two or more courses of
brick,or concrete grade rings
between casting and top of brick
cone, or concrete slab.
►
Use Cast Iron Pipe to
First Joint Behind
Limit of Excavation
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Where M.H.'s are built
in streets to be paved�
M.H. rim to be set to
proposed paving grade
2 - 0" �;..Illl�lll.�lu�
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-Use standard
.McKinley,
No. A24 AM. or
Equal M.H. Frame
a�d Cover
Set in Mortar
Install M.H. Ste
Same as i n Stanc#
M.H.
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M. . Cas +��`�' Push-on Plug
iro'n Tee '
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� O Wall on M.J.
s � _ 4'-0" Fitting COR-TEN
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Stub Extension At � Concrete _ see
� �.. �� � nd of P.E. in M.H.
� �aTl / St�ndard 4' Dia.
�o� � �' � M. H. Deta i 1
�
Figure 103
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„ ..,:G,`r'o.'�..5.' . �`� / Vertical to 3/4
a Point of Pipe
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�� �• • . �. . . 4. ; ". ' a . • . ♦ . . . . a
Thrust Block to Grouted Invert Use �OOQm Concrete
Extend 6" In Ali � 4' dia. for sewe
Qirections from pipe up to 21"
Outside Diameter dia. 5' dia. fc
of Plpe � sewer pipe 21" t
TYPICAL SECTION 39" dia.
. Si'ANDARD FOUR FOOT D�20P
�
�CCESS MANHOL.E
FIGURE I Q?
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E 2-14 Construction
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USE 2500# C�ASS
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' � • � RAM NECK • ' 3�� MINIMUrI
CASc 1 ' . HEIGH7 VAAIES
COL L AR SX�t L L EXTEND TO '
TOP OF 2' 27 CONCRETE S E C T I 0 N A
( NO RE2AR REQ. I �
C.4 SE 2 � • � /'r
CaL L AR Sf�AL L EXTEND 3" BEL Oh�
BOTTOM OF LOh'EST GRAOE RING
(REBAR REO, f '
. � � FIGURE 121 ��� � �
C.ONCRETE MANHOLE COLLAR �
D E T A I � �1-2a, 21 MATERIAL
• E2-20, 21 CONSTRUCTI�N
. D - 33 5/18/90
�
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EXCAVATIDN, BACK�ILL AND PAVEMENT
REPAIR UNDER EXISTING STREETS
MIN. 2' H�T �R C�LD MIX ASPHALT� -TEMPORARY PAVING REPAIR SHOWN -
EXIST. STREET PAVEMENT FOR PERMANENT PAVING REPAIR DETAILS
SEE FIGURES 1-S OR AS SPECIFIED IN
THE PLANS �R SPECIFICATIONS.
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_ / FLN X6B SE MATERIA /r /� /���������� �jjjj/,
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PERMANENT PAVEMENT REPAIR •
EXIST. BASE �
�TYPE C BACKFILL
� SAND MATERIAL SEE SPEC. E1-2
EMBEDMENT 1'-6' MAXIMUM
SEE SPEC. E1-2
�� 1) SEWER - MINIMUM 12'
SAND EMBEDMENT C�VE�� �
2> WATER - MINIMUM 6'
SAND EMBEDMENT COVER
MINIMUM 6' EMBEDMENT
x�
� CRUSHED STONE
QtiQ�`' • � SEE SPEC. E1-3
. ,. • • 4
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BI618 • • •
� INCLUDED IN LINEAR F�❑T BID PRICE OF PIPE
�I�URE
� CSEWER� AL�
� CWATER SIZES 16"
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& LARGER)
REV: MARCH 25, 1999
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6" min. dimension, o" max. for pay purposes when
bid per cubic yard.
O6" min. dimension. Max. for pay purposes shall
be 6" on main 24" and smaller, 9" on mains 30"
and larger, when bid per cubic yard.
O4" min. dimension. 4" max. for pay purposes
when bid per cubic yard.
;-i-�s
OClass "E" 1500n concrete, Concrete encasement
shafi stoo 1' either side of joint, and when
� encasang concrete pressure pipe, full lengths of
R+Pe shall be encased, joints excluded,
CONCRETF ENCASEMENT DETAIL
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E Z-7 Construction
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-p h . �• `• •1'' • •! •'•. •�'I `• •• -^ � �
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TYPICAL SECTION Note: Embedment and backfill
as required for adjacent
se��+er main shall be included
in the price bid per sewer
.�_ _� service complete in place.
C I
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Gutter Sectic�n
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NOTE:
Tees Wili Be Used On Aii Service
l.ines Constructed At Sane Time As
• Publ i c Sewer. � '
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OSs�er service line locatian
io be marks� with rsd vinyl
tape at least 3" wicfe end
1� mil thicfc attack�ed to
the end of the sarvice and
extending through the back-
fill at the point of house
se:vica connactiQn �ehind
the praposad curb.
SERVECE L.IN� DE�'AILS
�IGURE 115 E,-9 Material
E2-9 Construction
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CLE4NOUT wlTH BOX
AND L/D �
STO GCF�WINC WY� w '
o ��
FIN/SNED GRAO£ � � �
%%�� � � FtN15HE0 GRAD
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SE�YER P1PE PLUG ' `� •�:' . : '.> ' ^ `:... :'•' _ ;.,':
—� ' ',>, ..
_ :..,; ;:'• ..� • :`�'r.: � •.,•'•
:.j;. t� - __^.._��_�_�.�^__
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" ' i % . . : . • . • . .. . . . EXi5T1NG SERVlCE LINE
. • i i � :.iv � '
Y
! SPECIF/ED AD��TER COUPC/NC
;,.: —" 6' MiN AT BOTTOM ONLY
. .. . . . ,� ' : f':t'' . . • 45' Bc ND
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CROSS—SECTfON OF SEW�t; AT SERVICE CONNECTION
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u List of Pzojects youz Or�anizatian h:s succes:fully coen�leted:
�� � � ti.�lE AhD ADDRE55
AMT. OF CONTRACT AWARD f TYPE• OF :iORK i DATE ACCEpTED � OF O�.fiER
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List of Projects your 0�
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A.`!T. OF CO�TRACT A�:J1RD 'i
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�AN?ICIPA?ED DATE � i�AriE A�D AD"u�E55
TYPE OF uORK �OF CO!iPLETIOr � OF 0�'�ER
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List Svzety Sonds in Force os� above incomplete vork:
( TYPE OF uORK �
DATE OF COI�'TRACT AWA,RD ` EOND ( A?lOUrT OF SOND
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OF 51'RETY
ltevised 2-1-79
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EQUIP?SENT SCNEDULE
List of Equipn+ent amed by niddez that is in servicsable condition and av�ila�:e
tor use.
Fortions of vork Biddez proposes to sublet in case of Avard of Concra:ts
Sncluding amount and Lype:
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�rorm 1023 (Rev.9-93)
(Previous version(s) are obsolete.)
Notice of Proposed I�stallatio�.
iJtility Line on Non-Controlled Access Highway
To the Texas Transportation Commission
�c/o District Enginesr
Te4as Department of �ansportation .
Fort Worth,Tarrant County,Texas �"�
Date 03/OZ/99
DFormalnoticeisherebygiventhat The City of Fort Worth
Companyproposestoplacea Sanitary Sewer (7-6349)
aline within the right-of-way of U. S. H i Qhwav 2 8� in T a rr � n t
Texas as follows: (give location, length, general design, etc.)
�
liJ
Proposed 8" diameter Sanitary Sewer Lateral 6342 (L-6342) will be located
along the southwesterly edge of the U.S.Highway No.287 right-of-way from
Canberra Court to �40' southeast of Berry Hill Drive. The proposed sewer
is ].ocated west of the westerly top of the backslope and approximately
parallel with the sauthwesterly rioht-of�way line. The construction
includes abandonmeat of existing L-b342 which crosses Hwy 287 at 150'
northwest of Canberra Court. ,
Countp,
� The line will be constructed and maintained on the highway right-of-way as shown on the attached drawing and in
accordance with the rules, regulations and policies of the Texas Department of Z�ansportation (�DO`I`), and all
��overning laws, including but not limited to the "Federal Clean Water Act," the "Federal Endangered Species A�ct," and
�"Federal Historic Preservation Act." Upon request by TzDOT, proof of compliance with all governing laws, rules, and
� egulations will be submitted to TADOT before commencament of construction.
nOur firm will use .Best Management Practices to minimize erosion and sedimentation resulting from the groposed
U installation, and we will revegetate the project area as indicated under "Revegetation Special Provisions."
Our firm will insure.that tr�c control measures complying with applicable portions of the Texus Manual of Uniform
� Traffic Control Devices will be installed and maintained for the duration of this installaiion.
The location and description of the proposed line and appurtenancss is more fully shown by j 1) one �mplete
�sets of drawings attached to this notice. � . � � �
Construction of this line will begin on or after the 1 s t day of July x9 99
�By signing below, I certify that I am authorized to represent the Firm listed below, and that the Firm agress to the
conditions/provisions included in this permit.
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Project Manager: Mike Domenech,P.E.
Group 6, Contract 1, Part 8, M-390,
D.O.E. No.1828
Firm City af Fort Worth
By(Print) A. Douglas Rademaker, P.E.
Signature ���,(',((�l���i 1�,.�/�_,-
Title Director, Department of Engineering
Address 1000 Throckmorton Street
Fort Worth, TX 76102
Phone No. �$17 ) 8 71-615 7
L�J
aForm 1082 (Rev. 09-93)
(Previous Versions Obsolete)
� To: Ciry of Fort Worth
Department of Engineering
, 1000 Throckmorton Street
� Fort Worth, Texas 76102
c/o Mr. A. Dou�las Rademaker, P.E.
APPROVAL
Permit # 220-SS-102-99
Hwy. No. US 287
Maintenance Section No.
County: Tarrant
Date: March 18, 1999
Reviewed & Issued By: G.
04
Rodri?uez
a'The Texas Department of Transportation (TxDOT� offers no objection to the location on the right-of-way of your proposed 8"
sanitary sewer line as shown by accompanyin� drawings and notice dated March 2, 1999, except as noted below.
� Additional Requirements: None
Your attention is directed to governing laws, especially to Article 6674w-1, Vernon's Annotated Civil Statutes of Texas, pertaining to
�Control of Access. Access for serving this installation shall be limited to access via (a) frontage roads where provided, (b) nearby or
adjacent public roads or streets, 8 trails alon� or near the highway right-of-way lines, connecting only to an intersecting road; from
any one or all of which entry may be made to the outer portion of ihe hi?hway ri?ht-of-way for normal service and maintenance
operations. The Owner's rights of access to the throu�h-traffic roadways and ramps shall be subject to the same rules and regulations
aas apply to the general public except, however, if an emer?ency situation occurs and usual means of access for normal service
operations and will not permit the immediate action required by the Utility Owner in making emer�ency repairs as required for the
safety and welfare of the public, the Utility Owners shall have a temporary right of access to and from the throu�h-traffic roadways
�and ramps as necessary to accomplish the required emergency repairs, provided TxDOT is immediately notified by the Utility Owner
when such repairs are initiated and adequate provision is made by the Utility Owner for convenience and safety of highway traffic.
It is expressly understood that the TxDOT does not purport, hereby, to grant any right, claim, title, or easement in or upon this
� highway: and it is further understood that the TxDOT may require the owner to relocate this line, subject to provisions of governing
laws, by giving thirty (30) days written notice.
�"� �u are requested to notify this office prior to commencement of any routine or periodic maintenance which requires pruning of trees
.� .,chin the hi?hway right-of-way, so that we may provide specifications for the extent and methods to govern in trimming, toppin�,
tree balance, type of cuts, painting cuts and clean up. T'hese specifications are intended to preserve our considerable investment in
� highway planting and beautification, by reducing dama�e due to trimmin;. ,
The installation shall not damage any part of the hi?hway and adequate provisions must be made to cause minimum inconveniences to
traffic and adjacent property owners. In the event the Owner fails to comply with any or all of the requirements as set forth herein,
� the State may take such action as it deems appropriate to compel compliance.
GENERAL SPECIAL PROVISIONS:
�Special Requirements for installation of Utilities on Highway Right-of-Way
Backfill of Utility Trenches, Rev. Feb., 1971
Utility Construction Work on Saturdays and Sundays for Utility
Installations Authorized by Utility Permit.
�Utility Policy Chart.
Details for Installing Underground Utilities in Vicinity of Trees.
�REVEGETATION SPECIAL PROVISIONS: In order to minimize erosion and sedimentation resultin� from the proposed
installation, the project will be revegetated as indicated on the attachment. -
aThe Utility Contractor shall contact the proper Ciry Authorities prior to construction.
Please notify Glynis Rodriguez at (817) 370-6585, forty-eight (43} hours prior to startin� construction of the iine in order that we
�ay have a representative present.
Texas De art ent of Trans ortation-Fort Worth
�
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P P
Steven E. S' ons, P. . Di ict En�in
For: erry
Distri Ri�ht of Way Utility Supervisor
TEXAS DEPARTMENT OF TRANSPORTATION
DISTRICT N0. 2
SPECIAL REQUIREMENTS FOR INSTALLATION OF UTILITIES ON HIGHWAY RTGHT-OF-WAY
(1) Coordination of Work with HiQhway Contractor or State Forces
If any portion of related highway is under construction, no Utility Owner's Forces
or Contractors shall enter within the highway right-of-way without first consulting
the Highway Contractor and making necessary arrangements to coordinate installation
of its facilities with Highway Construction. �
Al1 work relative to installation of Utility Owner's facilities shall be conducted
in such manner as not to interfere in any way with operations of the Highway
Contractor.' "
The above requirements with respect to coordination of work with Highway Contractors
shall likewise apply to work being done by State Forces.
(2) Chan�es in Location of Proposed Utilities
No changes shall be.made in approved location of utilities within limits of highway
right-of-way without prior authorization of Texas Department of Transportation.
(3) Adjustment of Utilitv Poles and Appurtenances
No deviations shall be made from the location of underground Iines approved or
designated by the Texas Department of Transportation either during planning.or .
construction to avoid utility poles. Where such poles are adjacent to any proposed
underground line, Utility Owner shall make necessary arrangements with other IItility
Owners�for moving poles and appurtenances and/or supporting same during trenching
operations.
Any poles, anchors, etc. relocated to clear the proposed underground line shall be
moved tbward the highway right-of-way line and location shall be subject to the
Texas Department of Transportation approval.
(4) Submission of Proiect DrawinQs to State
Prints of detailed drawings showing exact plan location and profile of underground
line shall be submitted to Texas Department of Transportation well in advance of
construction of line, for verification that location of line is in accordance with
requirements specified herein.
(S) StakinQ of Utility Lines in Advance of Construction
Utility lines shall be staked well in advance of construction of line so that
Texas Department of Transportation can inspect staking to verify that alignment
conforms to requirements set out herein and that there is no conf lict with highway
facilities.
Utility Owner shall give Texas Department of Transportation not less than 48 bours
notice ahead of time when staking of line will be completed.
ROW Utility Section
January 28, 1992
f
���
(6) Notification of Abandonment of Location Authorized by Permit and AssiQnment
of Authorized Location to Other Utility Owners
It is expected that where the installation of utility line has been authorized, such
installation will be made within a reasonable period after approval of permit,
otherwise, the Texas Department of Transportation reserves the right to assign the
location originally approved for the line to another utility.
�...,
If construction of Utility line has not been started within 4 months after date of �
approval, the Utility Owners shall immediately notify the Texas Department of
Transportation whether it is still intended to install the line and the date
construction will commence. If the owner intends to abandon all or any part of the
authorized location, the Texas Department of Transportation shall be informed ����
accordingly so that such abandoned location may be assigned to other utilities if
deemed necessary by the Texas Department of Transportation:
(7) Inspection by Texas Department of Transportation Representatives
�
Utility Owners shall inform their forces or contractors that all utility
installations authorized by Utility Agreement or Permit shall�be subject to such I
inspection and tests as may be deemed necessary by the Texas Department of
Transportation to verify that work is being done in accordance with the Texas
Department of Transportation requirements. All supervisory personnel shall be ""`
instructed to furnish such information and cooperation as may be required to perform „�,
such inspection. -
(8) Copy of Permit on Job Site
.
A copy of the approved permit shall be kept on the site of the work at all times when �
work is in progress.
(9) Full-Time Supervision and Inspection
The Utility Owner shall provide competent full-time on-the-site supervisors or
inspectors for all utility installations either authorized by permit or covered by
utility agreement with the Texas Department of Transportation.
(10) Incorrect Location of Utilities
Any pipe incorrectly located during construction to conflict with any highway
structure shall be removed and laid in proper location at entire expense of Utility
Owner .
(11) Protection of Hi�hway Facilities Ilurin� Installation of Line
...
Al1 construction operations relative to installation of the pipeline shall be
conducted in such manner as to protect highway facilities from damage at all times. '
(12) Disposal of Excess Excavation and Clean Up
Excess material from trench excavation shall be removed from highway right-of-way and �R
job site cleaned up and left in satisfactory condition.
ROW Utility Section
January 28, 1992
�
-3-
(13) Repair and Replacement of Riprap and Earth Slopes
Any existing riprap cut by trenching operations shall be replaced and surface of new
riprap finished to match that of existing riprap. Concrete riprap shall contain not
less than 3 sacks of cement per cubic yard of concrete. Reinforcing steel shall
conform to that of existing riprap.
Slopes of highway cuts and embankments da.maged by any operations relating to
installation of utility shall be repaired and restored to the exact contour existing
prior to initiation of the utility project. All earth placed in the�restoration of
slopes, etc., shall be compacted to a density equal to or greater than that of the
original slope as directed by the Texas Department of Transportation representative.
(14) Replacement of Base and Pavements
Where removal of�base and pavement has been authorized, all such base and pavement
shall be replaced'as directed by the Texas Department of Transportation
- representative.
All existing pavement and related flexible or concrete base, which is to remain in
service either permanently or temporarily, or to be incorporated as a part of the
highway project, shall be replaced.
(15) Repair and Restoration of Soddina
Where sodding is disturbed by excavation or backfilling operations, such areas shall
be replaced by mulch sodding on all slopes of 2% or less. All slopes over 2i sha11
be replaced by block sodding.
(16} Installation of Lines Beneath Pavements
No open cuts for pipe trenches shall be made across any pavement beneath main highway
traffic lanes or turning lanes, acceleration lanes, deceleration lanes and other
similar facilities unless specifically authorized by the Texas Department of
Transportation. Pipe shall be installed by boring and tunneling and all such
tunneling and boring shall be cased and pressure grouted to seal voids between casing
and adjacent earth.
Open cuts will be permitted across pavements of existing street connections, where
pipe trench is adjacent to and parallel with highway right-of-way line and where
pavement has not been recently constructed. No open cuts will be permitted across
such connections where new pavement has just been constructed without written
permission of the Texas Department of Transportation.
(17) Casing of Lines
Utility lines carrying liquids or gases under pressure may be installed uncased in
accordance with the Texas Depart�ent of Transportation Utility Accommodation Policy.
Water lines crossing beneath culverts shall be cased and casing shall project 5'
beyond outside limits of culvert. Voids around casing, placed by tunneling or
boring, shall be pressure'grouted.
ROW Utility Section
January 28, 1992
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(18) Use of Explosives
No explosives shall be used within limits of highway right-of-way without written
permission of the Texas Department of Transportation.
Requests for permission to use explosives shall include the following information:
(a) Location of highway where use of explosives is proposed.
(b) Type and amount of explosives to be used. �
e
If the use of any explosives is permitted, all blasting operations must be conducted :
in such manner as to completely protect adjacent property and the traveling public
and not interfere with highway traffic. No blasting will be permitted in the
vicinity of any structures or beneath any pavements which are to remain in use.
(19) Protection of HiQhway Traffic, Barricades, Warnin� SiQns, Etc.
No construction operations relative to installation of utilities will be permitted
within the limits of existing pavements carrying traffic, or shoulders adjacent
thereto, unless specifically authorized by the Texas Department of Transportation.
Excavated materials shall be kept off pavements at all times.
Barricades, warning signs, flares, flashing devices, and Flagmen shall be provided by �
the Utility Owner or his Contractor when necessary.
(20) Protection of Existin� Utilities
(a) Prior to selecting a location for a proposed installation or accepting a
location suggested by the State for such installation, the Utility Company
shall take all necessary steps to determine that the location is not
already occupied by another Utility and to determine that no damage will be ¢
done to existing Utilities.
(b) Prior to beginning actual construction operations the Utility Company shall
• notify all other Utility Companies who may have facilities in the area so
they can determine if the proposed construction will conflict with or
otherwise damage their facilities.
(21) Use of Plastic Pipe and Nonmetallic Pipe
(a) Plastic pipe may be used for gas lines provided the internal pressure does
not exceed sixty pounds per square.inch, they are encased from right-of-wa� �
line to right-of-way line on crossings and have at least thirty inches of
cover. The maximum size of plastic pipe gas lines shall not exceed six
inches.
�b) Where norunetallic pipe is installed longitudinally, a metal wire shall be
concurrently installed or other means shall be provided for detection
purposes. •
ROW Utility Section
January 28, 1992
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(c) Plastic pipe may be used for water lines provided the minimum depth is 30
inches. Encasement shall be as provided in Rule 21.45 of the Utility
Accommodation Policy.
(22) Above Ground Apvurtenances to Under�round Utilities
Above ground installation, such as pedestals, fire hydrants, meters, etc., installed
as a part of an underground utility shall be located at or near the right-of-way
line, well outside the highway maintenance operation area.
(23) Markers
The utility company shall place a readily identifiable and suitable marker at each
right-of-way line for highway crossings except where marked by a vent.
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ROW Utility Section
January 28, 1992
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lA) Description
BACKFILL OF UTILITY TRENCHES
, This specification shall govern backfill of trenches which have been opened for the
removal, adjustment, or installation of utility lines within the limits of highway
right-of-way or highway construction projects. �
�"° Type 1 Backfill shall be used in all cases except the following:
� Type 2 Backfill, when allowed by the permit, agreement, or by the Texas
Department of Transportation representative, may be used only in trenches
parallel and adjacent to right-of-way lines and in areas where there will be no
�" earth work construction or construction traffic except that this method may be
.
used for placing backfill which will later be removed by highway construction.
Types 3 or 4 Backfill may be required for special conditions where the
possibility of settlement or erosion of backfill must be eliminated or when,
k"" after backfill is started, it becomes apparent that Type 1 Backfill is
unsuitable.
� Type 5 Backfill may be used in special locations where allowed by the permit,
agreement, or by the Texas Department of Transportation representative.
� (B) Type 1 Backfill (Compacted Backfill)
c
,,, Type 1 backfill shall consist of compacted material obtained from suitable soil
excavated from the trench, or from sources outside the highway right-of-way.
�• Material shall be free of rock, lumps, or clods that will not break down under
compaction.
Backfill material shall be placed in the trench in layers not to exceed 6" in depth
and compacted. Water shall be added as required to facilitate compaction.
Compaction shall be done with rollers or mechanical tamps. . Use of rollers will be
permitted only when such use is not believed detrimental to any highway facility and
the type roller used is acceptable to the Texas Department of Transportation
representative. When rollers are employed, mechanical tamps shall be used along
sides of trench to compact any backfill that cannot be reached with rollers.
Compacting shall be continued until a backfill density equal to that of the
adjacent, undisturbed material has been obtained.
` Where trenches lie within the limits of drainage ditches and channels which are in
rock, the Type 1 Backfill used in trench shall be sealed with 1' of concrete
backfill struck off flush with the top of rock.
(C) Type 2 Backfill (Water Jetted Backfill)
Type 2 Backfill shall consist of suitable material excavated from the trench or
other acceptable material obtained from sources outside the highway right-of-way.
Y` ROW Utility Section
'� January 28, 1992
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BACKFILL OF UTILITY TRFNCHES CONT'D.
Backfill shall be placed..in the trench in layers not to exceed 2' in depth by
blading, dozing, or other approved means and then jetted with water delivered unde
pressure through a metal jet. After the trench is filled and jetted, additional
material shall be mounded thereon and rolled with construction equipment.
(D) Type 3 Backfill (Stabilized Sandy Soil or Washed Sand)
Stabilized backfill shall consist of either sandy soil free of lumps and clods or
washed concrete sand, stabilized with two sacks of Portland Cement per cubic yard.
If aggregates are not sufficiently moist to produce a mixture suitable-for
compaction, water shall be added as required. Either transit-mix�or stationary type
mixers may be used.
After mixing, the stabilized material shall immediately be placed in the trench in
uniform layers not to exceed 6" in depth and compacted as specified for Type 1
Backfill. Compaction shall be completed within two hours after mixing.
-� (E) Type 4 Backfill (Lean Concrete)
Concrete backfill shall contain �i, ,�.�---�.� -----*wo sacks of Portland Cement per cubic
yard of concrete as may be specified by the agreement or permit or by the Texas
Department of Transportation representative.
Concrete aggregates shall be washed.
Concrete may be mixed on the project in an approved mixer or in an approved central -'
mixing plant. Slump shall be between 3" and 6" as directed by the Highway {
Department representative.
Concrete shall be deposited in lifts not to exceed 18" in depth. Sufficient �
vibration shall be done to eliminate voids but care shall be exercised that
contamination by adjacent soil does not occur during vibration. All concrete shal�
be placed within one hour after mixing. �
(F) Type 5 Backfill (Uncompacted)
Type 5 Backfill shall consist of materials which have been removed f rom the trench.
The material shall be pulverized and wetted if necessary, then replaced in the
trench by blading, dozing, or other suitable methods. Excess material shall be
mounded on the trench and compacted by rolling with construction equipment. Ridges
created by such mounding shall be left sufficiently flat so as not to interfere with
mowing or other maintenance operations.
ROW Utility Sectio�
.January 28, 1992
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UTILITY CONSTRUCTION �ORK ON SATURDAYS ANp SUNDAYS FOR
UTILITY INSTALLATIO�iS AUTHORI�D BY UTIi,ITY PERMIT
� Except in case of an emerg�ncy as mentioned later herein, no work
which requires inspection }�y the Texas Department of
Transportation will be per�itted on Saturdays or Sundays.
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In the event the Utility Owner beli�ves that Saturday or Sunday
work is necessary due to a� emergency, such as the necessity to
avoid complication in oper�ion of owner's utility plant, or to
avoid delay of the Highway��IContractor, such work will be .
permitted providing that th'e Utility Owner agrees to:
j'j a. Obtain Texas Dep� tment of Transportation approval at�
�j least 48 hours ir%�advance so that arrangements can be
made to have a Hi�,�hway Inspector present. Failure to
give such advance notice will be sufficient reason to
a not grant approval for working.
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Require his Contr�ctor to have s�ifficient personnel and
equipment on thewgob to efficiently prosecute the work.
Have owner's supervisor or inspector present on the job
at all times while the above types of work are in _
progress. �
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Uti:'litv Manual
CONTROLLED ACCESS HIGHWAYS
STANDARD REQUIREMENTS
LocaCion - Ncar RRJ Iine. Crossings apptox.
peryendicular.
Vent - At least one requtred. ,
?farkers - Requ{red. '
Devth -•'I$" u'sual and. I2" minimum or � diam.
casing under subgrade. �30" [otal•clear depch
at all points where encased. 36" total clea:
depth where not encased. {Longitudinal)
Encesement - Under roedaays, ditches, struc-
tures and center medians. Ezceptions slLowed
for uide medians.
Location - Near RQJ line. Crossings approx,
perpendicular.
Murkers - Required.
Depth -.ltinimum 18" under subgrade or 60�'
under pavement surLace. 48" miai�wm under
ditches, cxceptioas may be alla+ed if pro-
tected by reinforced concrete s2ab. +
Eccasement - Not required if Welded steel
construction of heavier vall thickness
aad/or higher strengtti.steel,.coated and
vrapped,�ca[hodical2y protected`and other
measures as required. Limtts of pro-
tection are the same as that for encase-
ment.
EXC�PTIONS FOR EXISTING LINES
Locatio� - Msy deviate from perpendicular. Urban
Iongitudinal lines may remsin in outer separation.
� Depth - Mlnimum total dep[h of 24" if encased or
30" if not eneased�may be permitted. (Longi[udinal)
of Encesement - Under roedways, ditches, structures
and center medians. Excepeio�s allawed for caide
medians. '
Lnca[ion - Near RCW line. Crossings approx.
perpenJicular.�
Depth - 1$" vsual and 12" minimum or '� diam.
under�subgrade. 24" total cicar depCh bela+
surface. ,
Encasement - Sane as for encased high pressure
ltnes ot none if cathodically protected and
agrce to no future pavement cuts:
Locarion - Near RQ; Ifne. Crosasings approx.
perpendicular. '
Dep[h - 18" usual and 1.'." minimum or � dixm.
under subgrade. 24" to[s1 clear c�epth below
surface,
Encnsemenc - L�nder roadways to center of ditch
and vnder medians. ExcepC%oa allwed for t+ide
meidun, for pipe of 30" or g=eater diam. under
la+ volune frontage roads, and under si3e
road entrances vhere justiEied by traffic,
road conuition,�and locaZ practice.
Loeation - Near RO,J line. Grossings upprox.
perpendicu•lar.
D_ epch - t8" usue2 e.n� 12" miaimum or � dieun.
under subgracte. 24" [otnl clear depth helov
surPace.
Cncnsemen[ - Only ;�.i undcr pressure or dces
nc�t meet �tendards. If encased, same as
vatrr 2ines.
:tateriaL: - Cast iron or ec�usl at crossings
oc high voLusne rcaduays. Others perniCted�
fer tcagi�udinel Lines and crossings of low
vc.lume roaduays.
Location - May deviate from perpendieular. Urban
longitudinsl lines mayremain in outer separation.
Narkers - Req�ired. � , . .
Depth ='No exceptions permitted.
Encasement - Not required if velded steel con-
struction of heavier wall thickness and/or higher
stxength steel, coated and a7rapped, cathodically
protected and other measures as required. Limits
of protectioa are the same ss that £or encasement.
Location - May deviete from pexpendicular. Urban
longitudinal •2ines may remain except under center
medians, roadways in the controlled access area,
or any other roadvay to be (re} construeted;
provided there vill�be no future payement cues
other than ots lw volwne frontage roads.
DeDth - Mi[�ianac tota2 depth of 18" may be percnitted.
Encasement = Na exception pecasitted.
Location - May deviate from perpendicvlar. Urban
longitudiasl lines may remain except under center
medians. roadways crithin the controlled access
atea, or any 'other roadway to be (re) construeted,
prwided there will be no £uture pavement cnts
other than on lw volume frontage roads.
Depth.- Mini.mnn total depth of�18" may be permitted.
Encasemenc - Nay be aaitted for pipe of 24" or
greater diasa. under Iow• voLceme frontage roads.
Location - Nay deviate fran pe.rpeadicular. Urben
longitudinal lines may remain except under centor
madians and roadways in tha controlled access
area, provided they are of sstisfactory quality
and dep[�:, mant:oles are adjusted, and future sez-
vice lines Will not violate access contrcl or
distutb any =oedway.
*lateriais - Requiremeats for materials may be
waived if line is of satisfactory qcality.
Depth - Miniavm total depth of 18" may be permitt�d.
� Plate 8
Sheet 56 of 61
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• CONTROLLED ACCESS HIGHWAYS
STANDARD REQUIREMENTS • EXCEPTIONS FOR EXISTIKG LINES
Location - Longitudi�al--1' to 3' ftan R(Xt or
bchind outer c��rb. Short exeeptiana permitted.
Crossin�a--Na polee in medion. Polc 7n auter
separntion only uhen ROW ie over 700', nnd�
muet be 30' frrnu main lane •nd ?0' fraa rnmp
shoulder cdRe. Croseinga approx. perpendicu-
ler. At atructures, terouie eround approache�
, or eufficient to provide 150' horizoatal oc 30�
verticsl elenteace.
Ver�icel Clearance - �18' for coamunteatfon
linee and 22' or gteeter ea required by lav
for pover lines.
'Npc oE Conscj�ctlon - Langitudinal lines
ehall be single pole construction.
Locntion - Near R041 line, croeaings appcox.
perpendicuLaY. Longltudinel lince auy be
plrced by plrn+lnR or open trench.
Mnrkern - Rrqulred.
o th - lA^ u�unl wnd 12" minlmum of y dfnm.
ef rn�tng �m�lrr euhgrndc. '!�" totnl ctcnr
dep d� nC nll potnCn vhece enc»neJ.
Enceaement - tinder roadvayn, ditches, strue-
tures and center mediane. ,Exceptions ellwed '
for vide medians.
Location - Near RGW ltne. Croeeing� approx.
perpendicular. . .
Dcveh - 18" under pevement. 24" outslde pave-
ment area, ineluding ditches.
Encasement - Noae requlzed unlesa directed by
PLs�rtet EnKinccr fnr hazntdoua locatione aueh
ap nrar bridRen, etructuree, ete. •f�liere encsee-
mcnl not inntalled, utlllty nl�oulJ nKrr.r. lo no
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LocntLon - riay deviete Erom perpendici�lar.
Vertical Clearance - No exceptloa permicted.
1Yne of Canatsuction - Ho exceptlon permicted.
Lacation - Ney deviate fras perpeadlculer. Urbnn
loaRitudi»al linea mny reo�ein in oucer separation.
►N•rch - Minimurn total dep[h of 24" !f ancaned or
90" !f noC encRHed may be peraitted.
t:ncnnement � Ne excsptionr permitted.
Locatlon - May deviete fram perpendicular. Where
encaaement not installed� utility should agree to
no pavemeet cuts. Longitudinal lin4s may remaLn.
except under cenCer medians. through-traffic road-
vays or eonnecttng roadways'(including ahoulders).
Dep[h - ithere meterinle and ocher eoodt[ions �ustify,
�•xceptl�na mey he {+e nal[ted foc reductton ol h" frnm
etandar�l rcryulrcmantN.
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Pla te 8
Sheet 57 of 61
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NOTICE
� The following biank spac�s in the Certificate of
Insurance, Performance, Payment and Main-
tenanca Bonds, and Contrac; are not to be
fiiled in by the 8idder at the time of submitting
�. .
his proposal. These forms are inc:uded herein
to familiarize the Bidder with such forms which
�,_ the successfuii Bidder wifl be reguired to
' execute.
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Blasting
Collapse of Building or
structures adjacent to
excavations
Damage to Underground
Utilities
Builder's Risk
Comprehensive
Automobile Liability
TO: CITY OF FORT WORTH Date_
aNAME OF PROJECT:
� PROJECT NUMBER:
IS TO CERTIFY THAT :
� is, at the date of this certificate, Insured by this Company with respect to the business operations hereinafter described, for
the type of insurance and accordance with provisions of the standard policies used by this Company, and further
hereinafter described. Exceptions to standard policy noted on reverse side hereof.
� TYPE OF INSURANCE
Policy Effective Expires Limits of Liability
Worker's Compensation
a Comprehensive General
Liability Insurance (Public
Liability)
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Contractual Liability
Other
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CERTIFICATE OF INSURANCE
Bodily Injury:
Ea. Occurrence: $
Property Damage:
Ea.Occurrence: $
Ea.Occurrence: $
Ea.Occurrence: $
Ea.Occurrence: $
Bodily Injury:
Ea. Person: $
Ea. Occurrence: $
Property Damage:
Ea. Occurrence: $
Bodily Injury:
Ea.Occurrence: $
Property Damage:
Ea.Occurrence: $
Locations covered:
Description of operations covered:
The above policies either in the body thereof or by appropriate endorsement provided that they may not be changed or
canceled by the insurer in less than five (5) days after the insured has received written notice of such change/or
cancellation.
Where applicable local laws or regulations require more than five (5) days actual notice of change or cancellation to be
assured, the above policies contain such special requirements, either in the body thereof or by appropriate endorsement
thereto attached.
Agency
Fort Worth Aeent
Address
By
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CONTRACTOR COMPLIANCE WITH
WORKERS' COMPENSATION LAW
Pursuant to V.T.C.A Labor Code Section 406.096, Contractor certifies that it provides workers'
compensation insurance coverage for all its employees employed on city of Fort Worth Project Number PS46-
070460410280
STOCKER ENTERPRISES, INC.
CONTRACTOR
By: Ca�_���.�..
���.��
Title
�1�3 ►qa
Date
STATE OF TEXAS
COUNTY OF TARRANT
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BEFORE ME, the undersigned authority, on this day personally appeared"��; a�j}�,
known to me be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he
executed the same as the act and deed of �j�p�,1c..�c 'E ���•,�g_'S� c. for the purpose and consideration
therein expressed and in the capacity therein stated.
GIVEN LJNDER MY HAND AND SEAL OF OFFICE this 3c � day of
_� . 19 QQ .
,� __� Notary Public in and for
�OS'pY�UB{� SH�RI HUGHES the State of Texas
� •-�' � NOIARY PUE3LIC -
,., � y STATE OF 'TEXAS -
i'EOF�E''� My CO(Tlftl. EXF 1 I-12-2002 =
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PERFORMANCE BOND
No. KO-6157476
TT� STATE OF TEXAS
C�Zi��� M'��� � �j�7��� r
KNOW ALL MEN BY TI�SE PRESENTS: That we (1) STOCKER ENTER.PRISES, INC.a
(2)CORPORATION of TEXAS, hereinafter call Principal, and (31INDEMNITY INSURANCE CUMPANY
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 firmly bound unto the City of Fort Worth, a
municipal corporation organized and e�sting under the laws of the State af Texas, hereinaf3er called Owner, in the
penal sum of:
FOUR HUNDRED FIFTY-ONE THOUSAND TWO HUNDRED EIGHTEEN AND NO/100.......
f�451,218.001 Dollars in lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for
the payment of which sum well and truly be made, we hereby bind ourselves, our heirs, executors, administrators
and successors, joint�y and severally, firmly by these presents.
Ti� CONDITION OF THIS of: OBLIGATION is such that Whereas, the Principal entered into a certain
contract with the City of Fort Worth, the Owner, dated the 20TH J[TLY, 1999 a copy of which is hereto attached
and made a part hereof, for the construction of:
MAINS 390 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND
IlVIPROVEMENTS (GROUP 6. CONfiRACT 11, PART 8, UNIT 3.
designated as Project No. (s) PS46-070460410280, a copy of which contract is hereby attached, referred to, and
made a part hereof as fully and to the same ea�tent as if copied at length herein, such project and construction being
hereinafter referred to as the "work".
NOW 'THEREFORE, if the Principal shall well, truly, and faithfully perform the work in accordance with
O the plans, specificarions, and contract documents during the original term thereof, and any extensians thereof
which may be granted by the Owner, with or without notice to the Surety, and if he shall sarisfy all claims and
demands incurred under such contract, and shall fully indemnify and save hamiless the Owner from all costs and
o damages which it may suffer by reason of failure to do so, and shall reimburse and repay the Owner all outlay and
expense which the Owner may incur in making good any default, then this obligatian shall be void; otherwise to
remain in full force and effect.
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PROVIDED F[TRTHER, that if any legal action filed upon this bond, vemie shall iie in 'Tanant Caunty,
State of Texas.
AND PROVIDED FURTHER, that the said Surety, for value received, hereby sripuiates and agr�es 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 accomparrying the same shall in any wise affect its obligations on this bond, and it
dces hereby waive notice of any such change, extension of time, alterarion or addition to the terms of the cantract
or to the work or to the specificarions.
1V WITNESS WHEREOF, this instrument is executed in 10 counterparts each one of which shall be
deemed an ori ', this the 5� AUGUST ,1999.
ATTEST• ,.... _ ��.a:L� ,
�G� STOCKER ENTERPRISES, INC.
(Principal) Secretary
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Witne s as to Principal
1�.�. �' �/ "14 �31
Address
ATT'EST: .
c �
�sure secreca�y
(SEAL)
PRiNC —�
BY:
Title: �c.. ��
1051 KENNEDY LANE
FORT WORTH, TEXAS 76131
(Address)
Indemnitv �surance Companv of North America
Surety
.
By; �
(Attorney-' -f (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)
(2)
(3)
(4)
(5)
.
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'tness as to Surety
811 Lamar. Suite 31U, Fort Worth Texas'76102
(Address)
Conect Name of Contractor
A Corporation, a Partnership or an
Individual, as �ase may be
Correct name of Surety
If contractor is Partnership ail
Partners should execute Bond
A true copy of Power of Attorney
shall be attached to Bond by
Attorney-in-Fact..
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TI� STATE OF TEXAS
COUNTY OF TARRANT
PAYMENT BOND
No.KO-615'7476
§ '
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KNOW ALL MEN BY THESE PRESENTS: That we (1) STOCKER ENTERPRISES. INC., a
(2) CORPORATION of TEXAS, hereinafter call Principal, and (3) INDEMNITY INSURA,NCE COMPANY
OF NORTH AMERICA, a corporation organized and existing under the laws of the Siate and fu11y authorized to
transact business in the State of Texas, as Surety, are held and fimily bound unto the City of Fort Worth, a
municipal corporation organized and existing under the laws of the State of Te�s, hereinafter called Owner, and
unto all person, firms, and corporations who may furnish materials, for or perform labor upon the building or
improvements hereinafler referred to in the penal sum of :
FOUR HiTNDRED FIFTY-ONE THOUSAND TWO HUNDRED EIGHTEEN AND NO/100........
f$451.218.00) Dollars in lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for
the payment of which sum well and truly be made, we hereby bind ourselves, our heirs, executors, administrators
and successors, joinfly and severally, firmly to these presents.
'THE CONDTTION OF THIS OBLIGATION is such that Whereas, the Principal entered into a certain
contract with the City of Fort Worth, the Owner, dated the 20TH day of JULY A.D. , 1999, a copy of which is
hereto attached and made a part thereof, for the construction of::
MAINS 390 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND
IlVIPROVEMENTS (GROUP 6. CONTRACT 1). PART S, UNTT 3.
Project No. (s)PS46-070460410280, a copy of which is hereto attached, referred to and made a part hereof
as fully and to the same extent as if copied at length herein, such project and construction being hereinafter
refened to as the "work". ��
NOW Tf�REFORE, the condition of this obligation is such that, if the Principal shail prompfly make
payment to all claimants as defined in Article 5160, Revised Civil Statutes of Texas, supplying labor and materials
in the prosecution of the work provided for in said Contract, then this obligation shall be null and void, otherwise it
shall remain in full force and effect.
F10
TI� BOND IS MADE AND ENTERED into solely for the protectio�t of all claimants supplying labor and
material in the prosecution of the work prwided for in said Contract, as claimants aze 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 FIJRTHER, that if any legal action be filed upon this bond, venue shall lie in Tarrant
County, State of Texas, tbaR the said Surety, for value received, hereby stipuiates and agrees that no change,
extension of time, �alteration of addidon to the terms of ttie contract or to the work to be performed thereunder or
the specification s accompanying the same shall in any wise affect its obligation on this bond, and it does hereby
waive notice of any such change, extension of time, alteration or addition to the terms of the contract or #o the work
to the specifications.
PROVIDED FtJR'FI�R, that no final settlement between the Owner and the Contractor shall abridge the
right oi any ben�ciary hereunder whose claim may be unsati�ed.
IN WITNESS WHEREOF, this instrunlent is executed in 10 cflunterparts each one of which shall be
deemed an original, tius the 5'$ day of AUGUST A.D., 1999.
AT'iEST• ~ f
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- _..(Princi�ialj Secretary
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Address
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(SEAL)
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Witness as t S ty �
811 Lainar. Suite 310, Fort Worth. Texas 76102
STO� R E RISES. INC.
IP (4)
BY:
Title: �c- p.�
1051 KENNEDY LANE
FORT WORTH, TEXAS 76131
(Address)
indemni Insurance Comoanv of North America
S `
BY:
(Attorn ii - , (5)
Martin A. Prisant
(Address)
811 Lamar. Suite 310. Fort Worth. Te�ras 76102
(Address)
NOTE: Date of Bond must not be prior to date
of contract
(1) Correct Name of Contractor
(2) A Corporation, a Partnership or an
Individual, as case may be
(3) Correct name of Surety
(4) ff contractor is Partnership all
Partners should execute Bond
(5) A true copy of Power of Attorney
shall be attached to Bond by
Attorney in Fact.
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MAINTENANCE BOND
No. KO-6157476
TI� STATE OF TEXAS § '
COUNTY OF TARRANT
KNOW ALL MEN BY TI�SE PRESENTS: That (1) STOCKER ENTERPRISES, INC. as
Principal, acting herein by and through (2) DAVID STOCKER its duly authorized PRESIDENT and (3)
INDEMNTTY INSURANCE COMPANY OF NORTH AMERICA a corporation organized under the laws of
the State of Pennsylvania, as surety, do hereby acknowledge themselves to be held and bound to pay unto the City
of Fort Worth, A Municipal Corporation, chartered by viriue of Constitution and laws of the State of Texas, at Fort
Worth, in Tarrant Counry, Texas the sum of
FOUR HUNDRED FIFTY-0NE THOUSAND TWO HUNDRED EIGHTEEN AND NO/100....
($451.218.001 in lawful money of the United States, for the payment of which sum well and tmly be made unto
said City of Fort Worth and its successors, said Coniractor and surety do hereby bind themselves, their heirs,
executors, administrators, assigns and successors, jointly and severally.
This obligation is condiuoned, however, that,
WHEREAS, the Principal has entered into a certain contract with the City of Fort Worth daied,
JULY 20'$, 1999, the performance of the following described public work and the construction of the following
described public improvements:
MAINS 390 DRAINAGE .�REA SANITARY SEWER SYSTEM REHABILITATION AND
IlVIPROVEMENTS (GROUP 6, CONTRACT 1), PART 8, UNIT 3.
of same being refened to herein and in said contract as the Work and being designated as Project No. (s) PS46-
070460410280and said contract, including all of the specifications, conditions and written instiuments referred to
thet�ein as contract documents being hereby incorporated herein by reference for all purposes and made a part
hereof, the same as if set ou# verbatim herein; and ,
WHEREAS, in said Contract, Contractor binds itself to use such materials and to so construct the work
that it will remain in good repair and condition for and during the period One (1) Year after the date of the final
acceptance of the work by the City; and
WHEREAS, said Contractor binds itself to maintain said work in good repair and condition for said term
of
One (il Year: and,
WHEREAS, said Contractar binds itself to repair or reconsriuct the work in whole or in part at any time
within said period, if in the opinion of the Director of the Water Department of the City of Fort Worth, it be
necessary; and,
WHEREAS, said Contractor binds itself, upon receiving notice of the need therefor to repair or reconstruat said
work as herein provided.
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NOW TFIEREFORE, if said Contractor shall keep and perform its said a�reement to maintain, repair or
reconstruct said work in accordance with all the tem�s and conditions of said Contract, these presents shall be null and
void, and have no force or effect Otherwise this Bond shall be and remain in full force and effect, and said City shall have
and recover from the said Contractor and its surety damages in the prexnises prescribed by said Contract. This obligation
shall be continuing one and successive recoveries may be had hereon for successive breaches until the full amount hereof is
e�austed.
WHEREAS, all parties covenant and agree that if axry legal action be filed upon this bond, venue shall lie in
Tairant County, Texas; and,
TN WITNESS WHE�2EOF, this instrument is executed in 10 counterparts, each one of which shall be deemed an
original, dated AUGUST 5'�'.1999.
ATTEST:
`�,,'�� , .,�
�incipal) Secretary
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Witness as t 'ncipal
1� � lG�o�.. �'r w �'1 �1
(Address)
(SEAL)
STOCKER ENTERPRISES. INC.
P CII'AL (4)
BY: IJQ�z� `^
Title: �c e � �.�,�,.�4-
1051 KENEDY LANE
FORT WORTH, TEXAS 76131
(Address)
INDEMNITY INSURANCE COMPANY OF NOIiTH AMERICA
surety ,
BY: �
(Attorney-' ct )
1V�artin A. Prisant
811 Lamar, suite 310. Fort Worth Texas 76102
(Address)
NOTE: Date of Bond must not be prior to
date of Contract
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Witness as to Surety
811 Lamar. 'te 310. Fort Worth Texas 76102
(1) CoaectNameofConhactor
(2) A Corporation, a partne�ship or an Individual,
as case may be
(3) Correct name of Surety
(4) IfComractor is Parinerslrip all Pariners
should execute Bond
(5) A true copy of Power of Attorney shall be
attached to Bond by Attorney-in-Fact.
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PnwPr n f
Attorney
officers ofthe Company at its principal office.
Bond No. KO-6157476
827138
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CIGNA
Know all men by these presents: That INDEMNITY INSURANCE COMPANY OF NORTH AMERICA, a corporation ofthe Commonwealth of
Pennsylvania , having its principal office in the City of Philadelphia , Pennsylvania , pursuant to the following Resolution, adopted by the Boazd of Direc,Kors of the said
Company on December 5, 1983, to wit:
"RESOLVED, That pursuant M Acticles ?.IS a�id 51 of the By-Laws, the following Rules shall govem the execufion for the Comyany of bends, undertakings, recogr�zances, contracts and other writings in tl�e nature
thueo[.
Q) That the President, any Senior Vice President, any Vice President, and Assistant Vice President, er any Attomey-in-Fact, may execute for a��d rn� behalf of the Company a�iy and all bonds, undertaldr�gs, reco�tizazices,
contracts and other wntings in the nature thaeo� the sa�ne t� be attested when necessary by the Co�orate Secretary, or any Assistant Coiporate Secretary, and the seal oC tlie Company aflixed thereto; and that the
Presideny any Seiuor Vice President, any Vice P[esident or any Assistant Vice President may appoint and autherize any other Otficer (elected or appointed) of the Company, ant Attomeys-In-Fact to so execute or attest
to [he execution of all such wntings on behalf of tlie Company and to affi�c the seal of the Comyany thereto.
Any such writing executed vi accordance with these Riiles shaR be as binding upon tl�e Company in any case as theugh signed by the President and attested to by the Corperete Secretary.
(3) The sig�ature of Uie President, or a Senior Vice Piesident, or a Vice President, or an Assistant Vice President and the seai of ffie Company may be affi�ced by facsunile en any power ef attomey granted piusuant to Utis
Resolution, and the signah�re of a celtitying OtHcer a�id the seal of the Company may be af6xed by facs'vnde to any cerfificate of any sucl� power, and any such power or cectificate bearing such facs'vnile signahue and
sea! shall be valid and b'v�ding on tlie Company.
(4) Snch oUier Officers of the Company, and Attomeys-In-Fact shall have authority to certify er verify copies of this Resolution, the By-Laws of the Company, and any af&Aavit o� record of the Company necessary to the
discharge of their duties.
(5) 'Ihe passage of tlus Resolution does not revoke a�iy earlier authonty granted by Resolutions of the Board of Duectors adopted on hme 9, 1953, May 28, 1975, and March 2?, 1977."
does hereby nominate, constitute and appoint MARTIN A. PRISANT Of tI18 Clly Of M13ri11, State of Florida , each individually iFthere be more than one
...: named, its true 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,
tn 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 ptesents shall be as binding upon said Company, as fully and amply as if they had been duly executed and ackowledged by the rewlarly elected
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IN WITNESS WHEREOF, the said William Jungreis , Vice-President, has hereunto subscribed his name and �xed the cocporaie seal ofthe said
INDEMNITY INSURANCE COMPANY OF NORTH AMERICA this 25th day of March 1999 .
,/"",��,,� INDEMNITY INSURANCE COMPANY OF NORTH AMERICA
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� ' William Jungeis , Vice President
COMMONWEALTH OF PENNSYLVANIA
COLTNTY OF PHILADELPHIA ss.
On This 25th day of March , AD. 1999 , before me, a Notary Public ofthe Commonwealth of Pennsylvania in and for the County of Philadelphia came
W illiam Jungeis , Vice-President ofthe INDEMNITY INSURANCE COMPANY OF NORTH AMERICA to me personally known to be the individual and
officer who executed the preceding instrument, and he acknowledged that he executed the same, and that the seal a8ixed to the preceding instrument is the
corporate seal of said Company; that the said coiporate seal and his signature were duly �xed 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 instrument, is now in force.
IN TESTIMONY WHEREOF, I have hereurrto set my hand and �xed my official seal at the City of Philadelphia the day and year first above written.
............,.
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INDEMNITY INSURANCE COMPANY OF NORTH AMERICA
NOTARIALSEAL �jJ,�„� �-�
DEBRA M. MARANO, NoWry Public °�•� "�"'
Gty of Phlladelphla, Phlla. County
My Commission Expires Dec 20, 1999
Notaty Public
�»
I, the undersigned Secretary of INDEMNITY INSURANCE COMPANY OF NORTH AMERICA , do hereby certify that the original POWER OF
ATTORNEY, of which the foregoing is a substantially true and coirect copy, is in full force and effect.
In witness whereot; I have hereunto subscribed my name as Secretary, and affixed the corporate seal of the Cotporation, this 5 t Yl day of
Aucrust 1999
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Debra H. Paziora, Secretary
THIS POWER OF ATTORNEY MAY NOT BE USED TO EXECUTE ANY BOND WITH AN INCEPTION DATE AFTER Mazch 25. 2001 .
._-.. �^.s#��_- .__. ..•t:•.:�=9a.;A.��:.2a�::r3�.�79�n,�:.....�,=:s�ar.at�Y:..A� . ,_�._.w,.,...�-,.��..�wu�n,n,�,�,i.. ui�����..,���.u���i.
NOT VALID UNLFSS PRINTED ON TEAL BACKGROUND
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BS138449d
PART G - CONTRACT
THE STATE OF TEXAS
COUNTY OF TARRANT
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JUL 2 0 1999
THIS CONTRACT, made and entered into by and between the City of Fort Worth, a
home-rule municipal corporation located in Tarrant County, Texas, actin,g through its City Manager
thereunto duly authorized so to do, Party of the First Part, hereinafter termed "OWNER", and
STOCKER ENTERPRISES. INC. of the City of FORT WORTH County of TARRANT and State of
TEXAS, Party of the Second Part, hereinafter termed "CONTRACTOR".
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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:
MAIN 390 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITAiION AND
IMPROVEMENTS (GROUP 6, CONTRACT 1), PART 8, UNIT 3
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 requirements 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
identified 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.
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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 10
counterparts in the year and say frst above written.
Citv of Fort Worth, Texas (Owner)
Party of the First part
BY:
ASST. City Manager
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ATTEST:
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City ecretary
(Seal)
WITNESSES:
STOCKER ENTERPRISES, INC.
3000 SHOTTS STREET
FORT WORTH. TX 76107
Contractor
By: ���.e�c�--
Title: �R,����.
APPROVED:
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A. Douglas Rademaker, P.E. Director
Department of Engineering
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Approved as to Form and Legality:
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' Gary Steinberger, Asst. City Attorney
C-���53D
Contract Authorization
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Date
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�APPENDIX A
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TWDB CONTRACT CONDITIONS
PRIVITY OF CONTRACT.
This contract is expected to be funded in part with funds from the Texas Water
Development Board. Neither the State of Texas nor any of its departments, agencies or
employees is, or will be, a party to this contract or any lower tier contract. This contract
is subject to regulations contained in 31 TAC Chapter 363 in effect on the date this
contract is executed.
DEFINITION.
The term "TWDB" means the Executive Administrator of the Texas Water Development
Board, or other person who may be at the time acting in the capacity or authorized' to
perform the functions of such Administrator, or the authorized representative thereof.
FINAL PAYMENT.
The retainage and its interest earnings, if any, shall not be paid to the Contractor until
the TWDB has authorized a reduction in, or release of, retainage on the contract work.
REVIEW BY OWNER AND TWDB.
(a) The Owner, authorized representatives and, agents of the Owner, and the TWDB
shall, at all times have access to and be permitted to observe and review all work,
materials, equipment, payrolls, personnel records, employment conditions, material
invoices, and other relevant data and records pertaining to this Contract, provided,
however that all instructions and approval with respecf to the work will be given to
the Contractor only by the Owner through authorized representatives or agents.
(b) Any such inspection or review by the TWDB shall not subject the state of Texas to
any action for damages.
FLOOD HAZARD INSURANCE
This provision applies to any contract which will construct structures that are insurable
under the National Flood Insurance Program of the Federal Emergency Management
Agency. The Contractor shall apply for flood insurance on all insurable structures that
will be built under this contract. A copy of the completed application must be provided to
the owner before commencing construction of the project. The Contractor shall obtain
the flood hazard insurance as soon as possible and submit a copy of the policy to the
Owner. �
j� ARCHEOLOGICAL DISCOVERIES.
uNo activity which may affect a State Archeological Landmark is authorized until the
Owner has complied with the provisions of the Antiquities Code of Texas. The Owner
has previously coordinated with the appropriate agencies and impacts to known cultural
� or archeological deposits have been avoided or mitigated. However, the Contractor may
���� encounter unanticipated cultural or archeological deposits during construction.
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If archeological sites or historic structures are discovered after construction operations
are begun, the Contractor shall immediately cease operations in that particular area and
notify the Owner, the TWDB, and the Texas Historical Commission, (512-463-6096).
The Contractor shall take reasonable steps to protect and preserve the discoveries until
they have been inspected by the Owner's representative and the TWDB. The Owner
will promptly coordinate with the Texas Historical Commission and any other appropriate
agencies to obtain any necessary approvals or permits to enable the work to continue.
The Contractor shall not resume work in the area of the discovery until authorized to do
so by the Owner.
ENDANGERED SPECIES.
No activity is authorized that is likely to jeopardize the continued existence of a
threatened�or endangered species as listed or proposed for listing under the Federal
Endangered Species Act (ESA), and/or the State of Texas Parks and Wildlife Code on
Endangered Species, or to destroy or adversely mo.dify the habitat of such species.
If a threatened or endangered species is encountered during construction, the
Contractor shall immediately cease work in the area of the encounter and notify the
Owner, who will immediately implement actions in accordance with the ESA and
applicable State statutes. These actions shall include reporting the encounter to the
TV1/DB, the U.S. Fish and Wildlife Service, and the Texas Parks and Wildlife
Department, obtaining any necessary approvals or permits to enable the work to
continue, or implement other mitigative actions. The Contractor shall not resume
construction in the area of the encounter until authorized to do so by the Owner.
LAWS TO BE OBSERVED.
In the execution of the Contract, the Contractor must comply with all applicable Local,
State and Federal laws, including but not limited to laws concerned with labor, safety,
minimum wages, and the environment. The Contractor shall make himself familiar with
and at all times shall observe and comply with all Federal, State and Local laws,
ordinances and regulations which in any manner affect the conduct of the work, and
shall indemnify and save harmless the Owner, the TWDB, and their representatives
against any claim arising from violation of any such law, ordinance or regulation by
himself or by his subcontractor or his employees.
HAZARDOUS MATERIALS.
Materials utilized in the project shall be free of any hazardous materials, except as may
be specifically provided for in the specifications.
If the Contractor encounters existing material on sites owned or controlled by the Owner
or in material sources that are suspected by visual observation or smell to contain
hazardous materials, the Contractor shall immediately notify the Engineer and the
Owner. The Owner will be responsible for the testing for and removal or disposition of
hazardous materials on sites owned or controlled by the Owner. The Owner may
suspend the work, wholly or in part during the testing, removal or disposition of
hazardous materials on sites owned or controlled by the Owner.
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EQUAL EMPLOYMENT OPPORTUNITY
During the performance of this contract, the Contractor agrees as follows:
(1) The Contractor will not discriminate against any employee or applicant for
employment because of race, color, religion, sex, age, handicap, or national origin.
The Contractor will take affirmative action to ensure that applicants are employed,
and that employees are treated during employment without regard to their race,
color, religion, sex, age, handicap, or national origin. Such action shall include, but
not be limited to the following: Employment, upgrading, demotion, or transfer;
recruitment or recruitment advertising; layoff or termination; rates of pay or other
forms of compensation; and selection for training, including apprenticeship. The
Contractor agrees to post in conspicuous places, available to employees and
applicants for employment, notices to be provided setting forth the provisions of this
nondiscrimination clause. �
(2) The Contractor wil(, in al( solicitations or advertisements for employees placed by or
on behalf of the Contractor, state that all qualified applicants will . receive
considerations for employment without regard to race, color, religion, sex, age,
handicap, or national origin.
(3) The Contractor will send to each labor union or representative of workers with which
he has a collective bargaining agreement or other contract or understanding, a
notice to be provided advising the said labor union or workers' representatives of the
Contractor's commitments under this section, and shall post copies of the notice in
conspicuous places available to employees and applicants for employees.
(4) The Contractor will comply with all provisions of . Executive Order 11246 of
September 24, 1965, the Age Discrimination in Emp(oyment Act of 1967,29 U.S.
C.A. 621 (1985), Executive Order 12250 of November 2, 1980, the Rehabiiitatian Act
of 1973, 29 U.S.C.A. 701 et seq. (1985), and of the rules, regulations, and relevant
orders of the Secretary of Labor. '
(5) The Contractor wil! furnish al! information and reports required by Executive Order
11246 of September 24, � 965, and by rules, regulations, and orders of the Secretary
of Labor, or pursuant thereto, and will permit access to his books, records, and
accounts by the administering agency and the Secretary of Labor for purposes of
investigation to ascertain compliance with such rules, regulations, and orders.
(6) In the event of the Contractor's noncompliance with the nondiscrimination clauses of
this contract or with any of the said rules, regulations, or orders, this contract may be
canceled, terminated, or suspended in whole or in part and the Contractor may be
declared ineligible for further Government contracts or federally assisted
construction contracts in accordance with procedures authorized in Executive Order
11246 of September 24, 1965, and such other sanctions may be imposed � and
remedies invested as provided in Executive Order 11246 of September 24, 1965, or
by rule, regulation, or order of the Secretary of Labor, or as otherwise provided by
Law.
(7) The Contractor will include the portion of the sentence immediately preceding
paragraph 1, and the provisions of paragraph 1 through 7, in every subcontract or
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purchase order unless exempted by rules, regulations, or orders of the Secretary of
Labor issued pursuant to section 204 of Executive Order 11246 of September 24,
1965, so that such provisions will be binding upon each subcontractor or vendor.
The Contractor will take such action with respect to any subcontract or purchase
order as the administering agency may direct as a means of enforcing such
provisions, including sanctions for noncompliance: PROVIDED, HOWEVER, That in
the event a Contractor becomes involved in, or is threatened with, litigation with a
subcontractor or vendor as a result of such direction by the administering agency the
Contractor may request the United States to enter into such litigation to protect'the
interest of the United States.
(8) The Contractor will comply with Executive Order 11246 based on its implementation
of the Equal Opportunity Clause, specific affirmative action obligations required by
the Standard Federal Equal Employment Opportunity Construction Contract
Specifications, as set forth in 41 CFR Part 60-4 and its efforts to mest the goals
established for the geographical area where the Contract is to be performed. The
hours of minority and female employment and training must be substantially uniform
throughout the length of the Contract, and in each tr�de, and the Contractor shall
make a good faith effort to employ minorities and vVomen evenly on each of its
projects. The transfer of minority� or female employees or trainees from Contractor
to Contractor or from project to project for the sole purpose of ineeting the
Contractor's goals shall be a violation of the Con#ract,, the Executive Order, and the
regulations in 41 CFR Part 60-4. The goals are expressed as percentages of the
total hours of employment and training of minority and female utilization the
Contractor should reasonably be able to achieve in each construction trade in which
it has employees in the covered area. Goals are published periodically in the
Federal Reaister in notice form, and such notices may be obtained from any office of
federal contract compliance's programs office ot from federal procurement
contracting officers (512) 229-5835. The Gontr�ctor is expected to make
substantially uniform progress toward its goal � in �ach craft during the period
specified. '
Whenever the Contractor, or any subcontractor at any tier, subcontracts a portion of the
work involving any construction trade, it shall physically include in each subcontract in
excess of $10,000 the provisions of these specifications and the notice which contains
the applicable goals set for minority and female participation and which is set forth in the
solicitations from which this contract resulted.
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S.R.F.
1. The Contractor shall complete the two attached Texas Water Development Board
forms at time of contract execution.
2. The Contractor shall submit along with the by-monthly payroll certification the
attached form SRF-74, Certificatiqn By Contractor for Labor Standard Compliance.
CONTRACTOR'S ACT OF ASSURANCE
STATE OF TEXAS
COUNTY OF T�T
BEFORE ME, Sheri HuQhes , a Notary Public duly commissioned
and qualified in and for the County of TARRANT in the State of Texas
came and appeared 5tccke��-E�i�erprises, znc. , as represented by
David Stocker , the corporation's President , who
declares he/she is authorized to represent stocker Enternrises, znc. �
pursuant to provisions of a resolution adopted by said corporation on the 6th
day of Julv , 19 99 (a duly certified copy of such resolution is attached to and
is hereby made a part of this document).
David Stocker , as the representative of Stocker Enterprises, Inc.
declares that Stocker Enterprises assures the Texas Water Development Board that
'tt will construct Main 390 Drainaae Area project at Fort Worth , Texas, in
G6, � C1 ,� Part 8, U3 �
accordance with sound construction practice, all laws of the State of Texas, and the
rules of the Texas Water Development Board.
GIVEN UNDER MY HAND and seal of office this 6th day of ,7ulv
199� AD
.�-------- - ��.,.^ t�)
rp'��'pYPVd(,c SHERI HUGHES ,�
� �* NOTARY PUBLIC
STATE OF TEXAS Sheri Huahes
�r�rfoFt�'9 My Comrn Exp. 11•12-2002 Printed Name
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My Commission expires 11 /12/02
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CONTRACTOR'S ACTtOF ASSURANCE RESOLUTION
Virainia Stocker - Stocker '�n erprises, Inc.
Name
I hereby certify that it was RESOLVED by a quorum of the directors of the
Stocker Enterprises, Inc.
Name of Corporation
meeting on the day of Julv 6th , 19��, that David stocker
pe, and hereby is authorized to act on behalf of Stocker Enterprises, znc.
Name of Corporation
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as its representative, in all business transactions conducted in the State of Texas, and;
That all above resolution was unanimously ratified by the Board of Directors at
said meeting and that the resolution has not been rescinded or amended and is now in
full forces and effect; and;
In authentication of the adoption of this resolution, I subscribe my name and affix
the seal of the corporation this 6th
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day of Julv , 199_�.
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V ginia Stocker
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� APPENDIX B
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EASEMENT DOCUMENTS
Four copies (in 3-ring binders) of all the easements (temporary construction and
� permanent) and right-of-entry agreements obtained for this project are available for
examination at the plans desk of the Department of Engineering. Bidders may review
the copies of the easements upon �equest. The terms of all Special Provisions or
� Conditions for easements shall be applicable. The responsive low bidder shall be
furnished with finro copies of the easement documents after award of the contract.
Bidders shall not remove any of the four copies from the plans desk.
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City of Fort Worth, Texas
�►�jAyar And Caunc�l Ca�nmun�cAt�an
DATE REFERENCE NUMBER LOG NAME PAGE
7�2��99 **C-17530 30J 1
SUBJECT AWARD OF CONTRACT TO STOCKER �N�T�I�PRIS S, INC. FOR MAIN
DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION
IMPROVEMENTS (GROUP 6, CONTRACT 1) PART 8, UNIT 3
RECOMMENDATI :
of 2
390
AND
It is recommended that the City Council authorize the City Manager to execute a contract with Stocker
Enterprises, Inc. in the amount of $451,218.00 for Main 390 Drainage Area Sanitary Sewer System
Rehabilitation and Improvements (Group 6, Contract 1) Part 8, Unit 3.
DISCUSSION:
On February 24,1998 (M&C C-16626), the City Council authorized the City Manager to execute an
engineering agreement with J. B. Davies, Inc. to prepare plans and specifications for the reduction of
inflow/infiltration in the sanitary sewer main 390 drainage area.
The project is part of the City's Integrated Wet Weather Wastewater Management Program to comply
with an administrative order from the U.S. Environmental Protection Agency to eliminate sewer
overflows from the City's wastewater collection system.
The project is generally bound on the north by Avenue J, on the south by Ada Avenue, on the east by
Bishop Street, and on the west by McKenzie Street. The proposed improvements consist of the
replacement of approximately 4,300 linear feet of primarily 8-inch sewer pipe.
The project is located in COUNCIL DISTRICT 5, Mapsco 78P.
The project was advertised for bid on April 29 and May 6, 1999. On May 27, 1999, the following bids
were received:
BIDDER
Stocker Enter�rises. Inc.
Conatser Construction, Inc.
Jackson Construction, Inc.
AMOUNT
$451.218.00
544,450.50
865,111.00
TIME OF COMPLETION
140 Calendar Days
In addition to the contract cost, $32,000.00 is required for inspection and survey and $23,000.00 is
provided for project contingencies.
Stocker Enterprises, Inc. is in compliance with the City's M/WBE Ordinance by committing to 21 %
M/WBE participation. The City's goal on this project is 21 %.
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City of .�'ort W�rth, Texas
� � �ar And aunc�l ammun�cAt�an
�''� y C. .� C. .
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DATE REFERENCE NUMBER L�OG NAME PAGE
7/20/99 **C-1753.0 �� 30J I 2 of 2
SUBJECT AWARD OF CONTRACT O STOCKER ENTERPRISES, INC. FOR MAIN. 390
DRAINAGE AREA SANIT�RY SEWER SYSTEM REHABILITATION AND
. IMPROVEMENTS (GROUP 6; (�ONTRACT 1)� PART 8, UNIT 3
,9
FISCAL INFORMATION/CERTIFICATION: '
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Tfie Finarice Director certifies that funds are ��✓ailable in the current capital budget, as appropriated, t�f
the Commercial P�per-�ewer Fund. ''
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Submitted for City Manager's
Office by:
Mike Groomer
Originating Department Head:
A. Douglas Rademaker
Additional Information Contact:
A. Douglas Rademaker
6140
6157
6157
FUND � ACCOIIJNT I
(to) � �
6
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I (from) '
I PS46 541200
,
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CENTERr I AMOUNT
070460410280 $451,218.00
d
CITY SECItETARY
APPROVED
CITY COUNCFL
�u� 2o tsss
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City Secr�atary af th�
Citp of Fort Warth, Te7cu
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