HomeMy WebLinkAbout025360 - Construction-Related - Contract - Texas-Sterling Construction, Inc.� . T�heE� A.AlJ
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� Y� CITY SECRETARY �j /�
CONTRACT DOCU��IENT CONTRACT NO. �✓ - �" �
�a ��� ��������� f APdD SPECIFICATiONS
/�p� * ' FOR 11-02-99 PO4�11 IN
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SANi�'ARY SEWER MAIN 390
���R���Q'R'S �C�'��i�� �l,AINAGE AREA RE4�ABIUTATION
�' ���STRU�Y9��'� C'Q�1� SANIT�1f�Y SEWER MPROVEMEiVTS
D �LI�P�T 1'�EP�4�TR�E�'Y (GROUP 6, CONTRACT 1), T�7 Z
UN17 'I, Ul�li' 2, AND UNI
FIPELIN� REHABiLITA710N
DSEWER PRO,!ECT I�O. PS46-070460410280
UNIT 1- D.D.E.�PROJECT N �
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D CITY OF FORT VIiORTH TEXA.S
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D KENNETH BARR BOB TERREL.L "
MAYOR CITY' ��IANAG�R
� LE� C. BRADL�Y, JR. P.E.
DIRECTOR, WATER DEPARTMENT
.,
D HUGO A. MALANGA, P:E. .
D{P.ECTG�, TRANSP�RTATIC�N & PUBUC VVORKS D�PT.
p A. DOUG,L4S RAQtMAKER, P.E. ��
DIRECTOR DEPA�,TVi�NT OF Ei�lGWEER.ING
� PREPARED BY
DANNENBAUM �NGLf�EERING �ORP�JRAT{ON- ,
� 6421 CAMP 80WI��BLVD., SUITE 40� : . ��
aFORT WORTH�;TEXAS ?6116
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CITY OF �O�i �f+lOF�TH
DEPARtMENT O� ��GINE�RiNG
ADDENDt�� �0, 1
to the
Plans, Specifications & Contract Documents
for
Mains 390 Drainage t�r�� Sanitary Sewer
Rehabilitation and lrnprovements
(Group 6, Contract 1), Part 2
Unit 1, Unifi 2, and Urtifi 4
Sewe� Project No. PS46-070460�10280
Unit 1, D,O.E. fVo. �646
Unit 2: D.O.E. NQ, 1840
Unit 4: D.O.E. P�a, 2220
Bid Submittal Due Date: Auqust 19, 1899 (a7 1;30PM
Addendum No, 1 Issued: Auqust 11, 1�999
Prospective BidderS are her�by notified of revisions to the following:
PLANS, SPECIFICATIONS, 8� CONTRAGi' �dCUMENTS
F'ART A-- NOTICE TO BIDDERS
Bidders are hereby notified that a second Mandatoryr pre,bid conference will be held 9:OOa.m.
Friday, August 13, 1999 in Room 293, 2"a Floor, City Municipal Bu�lding, 1040
Throckmorton Street, Fort Worth, Texas. Those havi�g attended the first pre-bid
conference on August fifth are n4t required to attend, Failure to attend one of fihe
conferEnces shall result in rejection of the bid as non-responsive.
� PART B — PROPOSA�
Unit 1 Proposal
Bidders are hereby advised to replace Page B1-(2) in the original bid documents with the
� attached Page B1-(2)R. The casing paid for orr Bid Item No. 3 is changed from 54" to 60"
diameter with a minimum wall thickness of 0.880 inches. 1'hat Item change also changes the
casing pipe diameter on Plan Sh��t f�os. 16, 18 and 20
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Bidders are hereby advised to replace Page B1-{3) in the orfginal bid documents witn the
attached Page B�-(3)R. The units for Bid ltem No. 14 were corrected to be paid for by the
vertical foot.
Bidders are hereby advised to replace Page B�-(7) in th� original bid documents with tne
attached Page B1-(7)R. Bid Item No. 45, "Nandling of Cont�minated Material" in the amount of
100 Cubic Yards has been added as shown on th� attached proposal sheet.
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tJnit 2 Pro�oosal
Bidders are hereby advised to replace Page B2-(3) in the�original bid documents with the
attached Page 62-(3)R.
Bidders are nereby advised to replace Page B2-(10) in th� original bid documents with the
attached Page 62-(10)R. B;d Item No. 64, "Handling of Contaminated Material" in the amount of
100 Cubic Yards has been added as shown on attached proPosal sheet.
Ptoposal Summary
Bidders are hereby adv;sed to add the attached Page B-Summary to the bfd documents
immediately following the Unit 4 Proposal S�ction.
PART DA — AbDITIONAL SPECIAI. CC)NIJIilOAlS
Bidders are ner�by advised to add Item DA-14, "Interior Manhole Coating - Permacast System
with Epoxy Line�' to ihe bid documents, ThE detail B/43 on Sneet No. 9 of th2 Plans is hereby
modified as shown on the aitached detai! B/43, Th� PVC Liner called for on the detail can eith�r
be T-lock conerete riser pipe or coated in accordance with Item DA-1a in lieu of T-lock.
Measurement and payment for the epoxy Iiner shall be incidenta) to the price of the manhole.
Bidders are hereby advised to add Item DA-34, "I.oading, Transportation, and Disposal of
Contaminated Soil" to the bid documents. All handling of contaminated material shall be
accomplished in accordance with ltem DA-34,
Bidders are hereby adviseci to add Item DA-36, "Rock Riprap - Grout - Filter Fabric" to
the bid documents. A!I rock riprap shall be construoted in accordance witn Item DA-36 and tne
attached detail.
�1PPENDIX A - TWDB CONTRAC1� CONDITIONS
The attached Texas Water Development Board conditions and forms are hereby made a part of
the bid documents.
This, Addendum No. 1, forrns part of the plans, Specifications 8� Contract Documents for the
above referenced Project and modifies the original Plans, Specifications, R Contract Documents
of the same, Acknowledge your receipt of this Addendum No. 1 at the foliowing locations:
(1) ih the space p�ovided below
� (2) on Pages B1-(9), B2-(13) and 82-2 of the Unit 4 Proposal, located in Part B-- Bid Proposals
(3) and note on the outer envelope of your sealed bid that you have received this
aeknowledgement of Addendum No. 1.
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Faiiure to acknowledge the receipt of this Addend�m No. 1 cou{d cause the subject bidder to be
considered "NONRESPpNSIVE", resulting in disqua!ification.
RECEIPT ACKNOWLEQGED:
I�8Y= - -- � � i EN l�.�IR�'L1�L�L
I�rLo.l` i%f-A�f+�,.E.G /� /
Address: / Z; l�.�-fi�c- %N/,�.ro� �%E'3�D.3 G'�''
�v.2Ti� � 7G //G
elep one: �/7- �3) -303�
A. Douglas,Rademaker, P.E.
Director, Dept. of Engi eerin
BY� IOn.� S��/c� ��I
Rick Trice, P.E.
Manager, Consultant Services
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This section pt�scribes the minimum standards for the safe and efficient tehabilitation of sewer structures,
utiliaing Permacast with Epoxy Liner.
MATERIALS
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DA•14 INTERIOR MANf�OL� C�ATING: PERMACAST SYST�M WITH EP4XY LIN�R:
A. GENERAL
1, Leak Plugging �
Leak Plugging of the same or greater strength than the I�iner Mix and/or chemical grouts may be used.
If water pressures ar� severe, the contractor may dnil relief holes at the bo�om of the manhale wall to
concentrate the leaks be�ore plugging.
2. Patching Mix
Voids which have not compromised the structure in its overall soundness must be filled prior to lining
with materials of the same or greater strength than the Liner Mix.
3. Liner Mix
PART DA - ADpI�'IOi�AL ���CIAL COI�DI'TIONS
Shall be densely compacted, REliner Microsilicate cement mortar, Quadex QM-ls and Quadez Excel
cement mortar, or approved equal, applied uniformly at a minimum thickness of'/z inch. Liner Mixes
shall attain strEngths as follows:
2a wouRS 28 DAYS
Compressive ASTM C-109 3500 psi 10,000 psi
Flexural ASTM C-295 650 psi 800 psi
Elasticity ASTM C-469 180,000 psi 1,150,000 psi
It shail be d�livered in factory prepar�d paCkaging suitable for mixing with just the addition of ciean water in the
pr�scribed dosage. No additives snall be used at the site without prior approval,
All visible leaks must be piugged prior to application of the cemEntitious liner with quick setting, non•shrink
hydraulic cement morf,ar,
C. EXECUTION
1. Mixing
Equipment
Equipment shall be as recommEnded by the manufactur�r to ensure proper mixing and pumping of the
mortar and shall be clean and in good warking order according to th� manufacture's published
recommendations for safe operat�on. Only factory certified workers shall opErate with a controllable
r�trieval method Shall be used to produce a uniform and dense appfication without the need to trowel,
which can weaken the mortar.
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The manufacture's pubiished technical specifications and directions for proportioning and mixing shall
be strictly followed by the certified applicator,
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PART DA � ADDITIOi�AL �t�EC1�1L CONDIi'I�JNS
Application
Once prepared, the application sf�all commencE, in accord with the manufacturer's recommended
procedures and in the presence of the otivner's inspector in a single application to the prescribed
thickness (�/2 inch or greater} without delay or interruption in orde� to produce a uniform and monolithic
liner. Multiple layers with time between for drying are not allowed. Once completed, the manhal� shall
b� covered to prevent air drying.
Testing &� Verification
Testing of rehabilitated manholes for water tightness shall be perforrned by the Contractor after
operations are complete in accordance with Section DA-16.
The owner's inspector shall vErify the thickness with a wet gauge, Any area found to less than the
minim�m prescribed thiCk�eSs shall resuit in the minimum prescribed thickness shall result in the
immediate relining of the entire interior. , .
Two test cubes shall be mada from each day's mlx and tested for strength verification.
CORROSION PREVENTION
1. Preparation 8� Procedure
The liner shal! be applled to the pr�pared interior as specifi�d in proceeding sections at %a inch
thickness.
2 Protective Coating
The protective coating shall be a 100% solids epoxy with no volatile�organic compounds and white in
colorto optimiae visual inspection.
Minimum physical prope�ies shall be�
Mardness ASTM D-2240 65 Shore D
Tensile Str�ngth ASTM Q-63860 94,000 psi
Compressive Strength ASTM D•69544 15,040 psi
Flexural Strength ASTM D-790587 1,600 psi
lt shall be uniformly spray appiietl or centrifugally cast onto the fresh mortar before new bact�rial
growth can contaminate the underlying mortar. It shall have a minimum thickness of 125 mils and shalf
not run or sag during placEment.
3. Saf�ty
If personnei are requi�ed to enter the confined space during the application pracedu�e, each and all
OSHA requirements as well as thase required by the manufacturer's material safety data sheets shall
be complied with fully.
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PART DA - ADpITlO�lA� ���CIAL CONDIiIONS
E.
4, Testing 8� Verification
7he interior shafl bs visually inspected for thoroughness of coverage. When dry to the touch, the entire
interior shall be tested wlth a Tinkor 8 Rasor holiday deteCto� at the prescribed voltage to verify
thickness and iocate pinholes if any, Deficiencies shall be immediately cortected and retested.
MEASUR�NIENT AND PAYMENT
Payment shali be based on the Contract unit Price p�r 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: pErfarming the work and for furnishing
all labor, supervision, materials, eqUipment all testing necessary to complete the work. Payment for gro�ting of
pip� seals, bench and trough and manhole walls shall be based on the Contract Unit Price for each manhole
actually grouted.
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t�ART DA - �►DDITIONAL, ���CIAL CO�VpITIONS
DA•34 I.OADING, TRANSPOR7AtlON, AND DISPOSAL 0� CONTAMINATED SOIL
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This item has been established for the loading, transportation and disposal of contaminated soils in a State
of Texas approvetl disposal site (landfill) to handle special avastes.(petroleum contaminated soils). A bid
item has been established in the proposal for the proper loading, transportation and disposal of the material
to a designat�d site and the quantity estabtished is the engine�rs best estimate of the quantiry that may be
removed. This quantity may vary d�pending upon actuai conditions and testing r�sults. The unit price bid
will not be increased r�gardiess of the actual amount of material disposed and may be decreased if a larger
volume of material, than that listed in the bid proposal, results in a unit cost reduction for disposal.
B. WAST� MAN�IFESTS:
Any and all non-hazardous liquid and petroleum substance wasie removed from the site of gensration and
transparted for tr�atment and/or disposal must be accompani�d by a waste shipment recordlmanifest
detaiiing required gen�rator, transported, destination and waste description information. These results may
not be uniform throughout the en6re site, For all p�troleum substance waste, the waste shipment record
utilized shail be the TN�CC PETROLEUM-SUBSTANC� WASTE AFFIDAVIT (Fotm 7WC-0332). The
Contractor shali be responsible for obtaining, origin�ting and maintaining manifests in acco�dance with
federal and state laws, The Contractor shall sign the manifests forms as Inciependent Contractor to the
Owner. AUTMORlZATION OF PAYM�NT FOR REMOVAL TRANSPORi ANQ fiR�ATMENT / DISf'OSAL
OF WASTES IN CONTIfVGENT UPON RECEIPT BY THE ENGINEER OF FULLY COMPL�TED AND
SIGNED MANIFEST FORMS that ar� in agreement with regard to the type and amount of wast� removed
fmm the site and received by the t�eatment/tlisposal facility. The Contrdctor shall irnmediately resolve any
manifest discr�pancies. Completed Manifests shail be retumed to �the City Depaftment of EnvironmeMal
Man�qement within 90 days of shipment.
C_ MEASUREMENT AND PAYMENT:
Payment for this item shall be made per in place cubic yard of cont�minated soils ihat are loaded,
tr�nsported and disposed of in an approved special disposal site. No separate payment will be made for
loading, transportatlon and disposai of contaminated ground waters collected; thes� c�sts consider�tl
subsidiary to D-26, POTENTIALLY PETROLEUM CONTAMINATED M/�TERIAL NANO�,ING. The proposed
landfill shafl be included in the Contractor's bid submittal and approved by the City of Fort Worth Department
of Environmentai Management prior to contract awar�. Contractar shall be responsible for all landfili costs,
including, but not limited to landfill fees, transportation costs and landfill operator requested analytical testing
and waste characterization. •
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PART DA - ADDITIONAI. �P�CIAL COND�ITlONS
DA�6 ROCK FtIPRAp - GROUT - FILTER FABR�C:
A. GENERA�:
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1. General Conditiohs, Supplemental Conditions, applicable requirements of pivision 1- General
Requir�ments and the North Centra( Texas Council of Govemments (NCTCOG) Standard Speciflcatlons,
are hereby made a part of this section.
2. This item shall govern for the installation of rock riprap of the various sizes shown on the plans.
DESIGN CRIT�RIA:
1. The toe of the riprdp �evetment shall be entrenched in stable channel bottoms. If the channel bottom is
not stable, the design shall incorporate other requirements needed to stabilize the revetment toe.
2. The channel side slope shall be as shown on the drawings.
3, Engineering filter fabric material shall be placed und�rneath the riprap.
4. Riprap shall extend up the bank to an elevation where vegetation will provide adequate protection.� �Sae
cross sections,
PRODUCT;
1. RiPRAP MATERIA�; Stone for riprap shall be durable and of a suitable quality to insure permanence in
the �structure. It shall be free from cracks, seams and other def�cts that would tend to increase
deterioration. Rock sha(I be r�asonably weU graded between the following pr�scribed limits:
Sieve Si2e
(Sauare Meshl Percent Passinq
24" 24 fnch 100
Riprap 18 inch 80-90
12 inch 45-55
6 inch 0•20
� Sieve Size
(Souare Meshl Pe�cent Passinq
18" 78 inch 100
� Riprap 12 inch 60•85
6 inch 15•45
3 inch 0-��5
Q 2. RIPRAP W�1GhIT; Weight of rock shall be one hundred fifty five pounds per solid cubic foot {min.)
ca�culated from the bulk specific gravity (saturated surface dry).
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PART DA - ADb!`CiONAL �P�CIAL COi�DITIQNS
3, FILTER FABRIC 6LANKET:
Approved Manufacturer:
4. RIPRAP GROUiING
o Supac • Heavy Grade 8NP (UV)
o ir�vira 011/280
o Amoco 4553
0 or Equal H�avy Grade
a, FINE AGGREGAT�: Fine aggregat� for grouting mix shall consist of natural sand, manufactured sand,
or a combination of natural and manufacturpd sands. The grading and uniformity of the fine �qgregate
shali conform to the foilowing requirements as dElivered to the mixers:
Siev� Designation, U.S.
SiandaM Square Mesh
3/$ in. (9.5 mm)
No. g (4.75 mm)
No. 8 (2,36 mm)
No.16 (1.18 mm)
No. 30 (600 um)
No. 50 (300 um)
No.100 (150 um)
EXECUTION:
1. CONSTRUCTION:
Permissible Limits
Percent bv Weiaht, Passinq,
106
95-100
80 - 95
55 - 75
30 - 60
12-30
2-10
a. The channel side slope and the toe excavation shall be prepared to the required lines and grades.
b. Filter fabric and riprap shall be plac�d in succession to the required thickness�s and elevations.
Riprap shall be hand placed around structures to prevent damage to the structures.
2. INSTAI.L�TION OF THE FII.TER FAgRIC (GEOiEXTILE): The geotextile shall be placed in the manner
and at the locations shown on the drawings. At the time of installation, the geotextile shall be rejected if it
has defects, rips, holes, flaws, d�terioration or damage incurred during manufacture, transportation or
storage. The surface to receive the geatextile shall be prepared to a relatively smoo#h condition freE of
obstructions, depressions, debris, and soft or low tlQnsity pockets of material, Erosion features such as
ri11s, gullies, etc. must be graded out of the surface before geot�xtile placement. The geoteztile shall be
placed with the long dimension perpendicular to thE centerline of the channel and laid smooth and free of
tension, stress, fplds, wrinkles, or creases. The strips shal! be placed to provide a minimum width of 24-
inches of overiap for each joint. Temporary pinning of the te�ile to help hold it in place until the rock
riprap is placed. The temporary pins shall be removed as the riprap is placed to relieve high tensile
stress which may occur during placement of material on the ge�textile. The specified placement
pr�cedure requires that the length of the geotextile be gr�ater than the actual slope length, The
Contractor shall adjust the actual length of the geotextile used based on initial installation exp�rience.
The gEotextile shal! be protected at all tim�s during construction from contamination by surface runoff
and any geotextile so contaminated shall be removed and replaced •with uncontaminated geotextile. Any
geotexfile damaged dur.ing its installation or during placement of riprap shall be replaced by the
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PART DA - ADDITIQf�AL ���CIAL CONDITIONS
Contractor at no cost to the Owner, The work shall be scheduled so that the covering of the gEotextile
� with a layer of the specified material is accomplished within seven (7) calendar days after placement of
the geotextile. Failure to comply shall requite replacement of geotextile. The geotextlle shall be
protected from damage prior to and during the placement ofi rock riprap. Before placement of gabion
� units, the Contractor shall demonsfirate that the placement technique will preveni damage to the
geotexti(e. In no case shall any type of equipment b� allowed on the unprotected geotextile.
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3. RIPRAP PLACEMENT: Stone for riprap shall be plac�d on the filter fabric blanket in such a manner as to
produce a reasonabfy well graded mass of rock with the minimum practicable percentage of voids and
shall be constructed within the specified tolerance to th� lines and grades shown on the drawings. Th�n
intent of these specifications is to require placement of riprap to the thickness shown and to allow
isolated stone5 to extend as much as six inches above grade, Riprap shali be piaced to its fuli course
thickness at one operation and in such a manner as to avoid displacing the fiabric, The larger sfones
shall be well distributed and the �ntire mass of stones in their final posltlon shall conform to the gradation
specified hereinbefore. The finished riprap shall b� free from objectionable pockets of small stones and
clusters of larger stones. The desired distribution of the various size5 oi stones throughout the mass
shall be obtained by selective loading of the material at the quarry or other source, by controlled dumping
of successive loads during final placing, or by other methods af placement which will produce the
specified results. R�arranging of individual stonEs, by mechanicai equipm�nt or by hand will be required
to th� extent necessary to obtain a reasonably �vell graded distribution of stone specified above. The
Contractor shall maintain the rlprap protection until accepted. Any material displaced by any cause shall
be replaced at his erosion to the lines and grad�s shown on the Drawings.
4. GROUT PLACEMENi: Grout shall be compased of cement, watEr and air-entraining admixture and sand
mixed in the proportions of 1 part of Po�tland cement to 3 parts of sand, sufficient water ta produce a
workable mixture, and that amount of admixture which will entrain suffici�nt air to produce durablE grout, as
determined by the ENG(NEER. Sand for grouting shall conform to the requirements of paragraph: FINE
AGGREGATE, The grout shall be mixed in a concrete mixer in the manner specified for concret� except
that th� time of mixing shall be incr�ased to that necessary to praduce a mixture having a consistency such
as to permit gravity flow into the interstices of the riprap with the help of limited spading and brooming. The
grout shall be used in the work within a period of one (1) hour after mixing. Retempering of ground will not
be permitted. Riprap shall not be grouted when the ambient temperature is below 35 degree F. or above 95
degrees F, unl�ss approved by the ENGINEER in wnting; nor when thE grout, without special protection, is
likely to be subjected to fr�ezjng temperatures before final set has occurred. Prior to grouting, all surfaces of
riprap shall be wetted. The riprap shall be grouted in successive longitudinal strips, apptoximately 10 feet ih
width, commencing at the IoweSt strip and working up fihe 51ope, Grout shall b� brought to the place of final
deposit by approved means, and in no case will grout be permitted to flow on the riprapped sur�ace a
disbnce in excess of 10 feat. Immediately after dumping the batch of grout, it shail be disthbuted over the
surface of the strip by the use af brooms and the grout workEtl into place between stones with suitable
spades, trowels, or vibrating equipmeni. As a final operation, the, grout shall be removed from the top
surfaces of the upper stones and from pockets and depressions in the surface of the stone protection. After
completion of any strip as specified, no workman or any load shall be permitted on the grouted surface for a
period of at least 24 hours. The grouted surface shaU be protected from rain, flowing water, and mechanical
injury. The surface of all grouted riprap sha�l ee cured by keeping the surface continuously w�t for a period
of not less than 7 days.
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PART DA - ADD1TiONAL ����IAL CONDITIONS
E. MEASUREM�NTAND PAYMENT
1. FILTER FABRfC: Filter fabric will be measured by the square yard for material used including that
required aF toes and thickened edges of riprap. Payment for filter fabric will be made at the contract unit
price pe� square yard, which includes all plant, labo�, material, and all irlstallation costs in-place,
complete,
2. STONE RIPRAP: Stone (rock) riprap will be measur�d by the cubic yard using actual pfan dimensions.
Payment for rlprap wiil be made at the contract unit price per cubic yarci which inciudes al! plant, labor,
material, and installation costs in-place, complet�. �
3. GROUT; Grout for rock riprap will be measured by the sq�are yard using actual plan dimensions.
Payment for grout will� be made at the contract unif price per square yard which includes afl plant, labor,
material, and installation costs in-piace, complete.
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CITY O� �C�R`i l�ORTH
D�PARTI�i��l�' �� �NGINEERING
ADaC;�lD�1M N0. 2
to the
Plans, Specifcations 8, Contract l�ocuments
for
Mains 390 Draic��ge l�rea Sanitary S�wer
Rehabilitatian :�nd Improvements
(Group 6, Contract 1), Part 2
Unit 1, Unit 2, and Unit 4
S�wer Project No. P546-070460�10280
Unit 1: D.�.�. No. 16�6
Unit 2: D.O.E. No. 1840
Unit 4: D.O.E, No, Z2Z0
Bid Submittal Due Date: Auqust 19, 1999(� 1:30PM
Addendum No. 2 issued: Auqust 16, 1999
Prospective 6idders are hereby notified af r�visions to the following:
PLAN�, SPECIF1CA71QNS, & COi�ifd%ACT DOCUM�N7S
iy�. ��t+ r. c
.�
PART B — PROPOSAL
� Unit 2 P�oposal
Bidders are hereby advised to replace Page 62-(11) in ihe original bid documents with the
attsched Page B2-(11)Ft, The change wiil �Ilow the bidder a seiection of material type for the 36-
inch pipe canstructed by other than open cut.
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PAE�i D — SP�CIAL CONDITIONS
6idders are hereby advised that Item D-11, "Indemnification" is removed from the Contract
Documents in its entirety.
This, Addendum No. 2, forms pa�t of the Plans, Specifications 8� Contract Documents forthe
above referenced Project and modifies the original Plans, Specifications, 8� Contract Documents
of the same. Acknowledge your receipt of this Addandum No. 2 at the following locations:
('f) in the space provided below
(2) on Pages B1-(9), 62-(13) and 62-2 of th� Unit 4 Proposal, located in Part B— 8id PropaSals
(3) and note on the outer envelope of your spaled bid that you have r�ceived this
acknowledgement of Addendum Nv. 2
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�JG.16.1999 1�03PM DAN�ENBRUM FlW
NV.�Sb r.�
Faiiure to acknowledge the r�ce�pt of this Addendum No. 2 could cause th� subjEct bidder to be
considered "NONRESPONSIVE", resulting ir� disqualification.
RECEIPT ACKNQWLEDGED:
s� � I' ��;c,� i�.,�.a►z��-z-
�e: /_'.'-2oT t-i�,,,ar .� �
Address:,aG,o, �;��,�,.�,�'�j, ,�z.a Srz. �03
� k%;,.�r.F T 7/, �i �
Tvlephone: f�/7-737-3031
A. Douglas Ftad�maker, P.�.
pirector, Dept. of E gin e'ng
BY � �D!i �j ��v I U �y
�� Rick 7rice; P. E.
Manager, Consultant Services
� • ��UG.16.1999 1�03PM DANNENBRUM FTW
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CITY APAROV�D PRODUCT FOR *
a*CONTRACTOR SFIALL S�I.�CT TY�E 0� PIPE TO BE USED
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Standard Spec. No. Size
E1-31
E1-25
E 1-27
E1-28
E100-2
4" through 30"
4" through 15"
4" through 15"
18" th�ough 27"
18" through 48"
N0.556 P.4
Consult with "City of Fort Wortih, Texas Standard Product List" to obtain Generic/Trade Name and
the A4anufacturer for the pipes listed above.
� .CONTRACTORSMALLS�L��.�CTTYP��--...._.._.__,__.._ ,
*� �� E E�F PIP� TO BE USEQ FOR PORTIO�I
INSTAL��D BY OT�IER TMAN OPEN CUT
Size
Thickwafl Concrete f��pe (E1-9) 42"
Nobas Pipe 42"
Ductile Iron Pipe (�1-6) 36"
Thickwall Concrete Pipe (E1-9) 36"
Hobas Pipe 36"
Failure to provide the infoRnation required above may result in rejection of bid as non-responsive,
Only products listed above will be al(owed for use in this project. Any substitutions shall result in
rejection of bid as non-responsive.
62- (11) R
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AUG.18.1999 3�31PM DRNNENBAUM FTW
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GITY QF FORT WORTH
DEPARTM��15' QF ENCINEERING
,4pp�PdDUM N0. 3
to the
plans, Specificetions 8 Contract Documents
for
Mains 390 Drainag@ Area Sanitafy Sewer
Rehabilitaiion and {mprovernents
(Group 6, Contract 1), Part 2
Unit 1, Unit 2, and Uniti 4
Sewer project No, PS46•070460410280
Unit 1: D,d.E. No. 1646
Unit 2: Q.O.E. No. 1840
Unit 4; �.�,�. No. 2220
Bid SU'bmitt�l Due Dat�: Auqust 19, 1999(q� 1:30PM
Addendum Na. 3 issued: Auqust 18, 1998
Prospective Bidders are hereby notified of revisions to the foilowing:
PLANS, SPECIFICATIONS, & CONiRA�i DOCUMEN'CS
Nu.e4� r.�
PART E — PERMITS
a � The attached Contractor's Right of Entry Agreement form for Union Pacific Raiiroad is hereby
rnadE a portion of this contract, The Contractor shall execute the Right of �ntry Agreement form
prior to any work being done on Un�on Pacific Railroad property.
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PART B � PROPOSAL
For clarification, any materials, labor or equiprnent necessary for the construction of the 42-inch
and.36-inch sanit�ry sewer pipe by other than op�n cut shall ba considered subsidiary to the
pricc bid for the aforementioned item.
This, Addendum No, 3, forms part of the Plans, Specifications & Contract Documents for the
above referenced Project 2nd modifies the original Plans, Specifications, & Contract Documcnts
of the same. Acknowledge your receipt of this Addendum No. 3 at the following loeation5:
(1) in the space provided below
(2) o� Pages 61-(9), 62-(13) and 62-2 of the Unit 4 Proposal, located in Part B— Bid Proposals
(3) and note on the outer env�lope of your s�aled bid that you have received this
acknowledgement of Addendum No. 3
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' AU�.18.1999 3�31PM DANNENBAUM FTW N0.642 P.3
,
Failure to acknowledge the receipt of this Addencium No. 2 could cause the subject bidder to be
considered "NONRESPONSIVE", resuiting in disqualification.
REC�I�'7 ACKNOWLEDG�D:
BY�.,:...��• ��/l�E�J I'�f.�32F'�52.
TitTe'� O C'G 1/�C /%+J14 �� c�{,�!
A ress:,,2�0� iZ;�c�l,grr_�l,sza S�c.2o3
; r Tx 7{��/6
Telephone: B/7--737 -30.3!
A. Douglas Rademaker, P.�.
Oirector, Dept. of Engineeri g
1
By:� �t� � � � b U �j
�' Rick Trice, P.E.
Manager, Consuftant Services
Ll
' AUG.18.1999 3�31PM DANNEfVBAUM FTw
� � � .� �
�U.b4C r.4
��� 1 � ��
� � CROEPLDOC 94I115 > Folda No.:1763•93
� � • Form flppcwed, AVP�Law` • ' . : /J , /_���� �
C%�T
� COTI'T1�G'TOR'S
O �YCT�T �T' �_��' �iGRE�Il�IEN'�' �
� T`HIS AG-�LMEIVT is madc aad artcred into as of th$ day of ,199 .
try nud bcri�ar IIIVION PACIl�IC RAII,ROAD ��'1Ii��NY, a Delaware corporation (hereinafbcr referred Go as the
"Railroad")� and �
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RECTTA�S:
corparativn (hcreiaat�cr thc referred to as the "Contractor").
The Con�ucwr has been iure�i by City of F[� Worch for the purpose of coastrucdng {Iureinafter
work") an underground 46.69 sewage pipeli�e crossing/cncroachment oa property of the Railtoad at
'Mile Post 243.91 on the Da11as Subdivision, at or near Ft Worth, TX.
The Coatractor has requestsd fhe Ita.ilroad to permit it to perform the work saci Railroad is
a�eable.thereto, subject w th� following ternas and conditions.
AGREEMENT:
NOW� TI�REFORE, it is ruutuslly agre«1 by and betweea the Ra�icvad aad Coatractor, as %llaws:
� y�u�� •. � � � .�t��� . � �
For purposes of this agrc�meut, aU � in this ag�eemmt bo the Cauoractor shall iuclude the Coulractor's
contractors, subcantractor�s, officers, agents and employe�s, and oth�3 acting uader it� or their suthority.
ARTICLE 2 - �t.TGHT GRANTED; PUR�OSE
� The Ftailraad hereby grants to thc Cona�acter the right, during the becsn hesraslaArr scated and upon and subjeet to
each and a!1 ofthe eexms, provi�ions and conditions her�in contained, to auer upoa ead have in�e�s ro and egress framtho
praperty d�cribc3 in the Recitals hereof aad as sho�vn on thc attachcd print dated July 13, 1998, me�iCcd Fxhibit A Sor the
puipc�sc c�'pa-forming the work drscribed in the Recit�ls above. 'thc right herein granted t4 Contractor is lixaitcd to those.,
� portivns of thc Railroad's property speci8cally described t�erein, or d�ignated by the Railroad represeatative uameci in
Article S.
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ARTICL.E 3- TERMS.AND CONDtI70NS C�NTP►1.1V�x1 IN �S B AND �-1
The terms and conditions contained in Exhibits B and B-1, heretoattacl�ed, are herelry made a part of this
agreament. � � '
ARTICLE 4 - ADIVIYN'YS'Y'RATY_V_E FEE
Applicant shall pay to the Railroad �'� bI�1TVDRED DOLLARS ($500.00) a� reitab�saaent for ckxicai,
ndrainistrativ� atLd haadling expense in conncctian rvith the processing af ttus Agrxmen�
ARTICLE S- �,iI1L,�X�T`�F�"+ TO B, BO�,n� �3X CONTRACY'Q�;.$A�ROAb it�+PRES�'. ATNE
The Conoractor shall bear aay and all costs and cxpenses a9sociated with nay work performed by the Contracwr,
or ar,y casts or experues inc�red by the itailroad relatinQ co chis agt�ernent A!1 work performed by Contracror on Railroad's
property shull be performed in a mann�r sarisfactory to the respective local5uperinte�dent of Transportatioa Services of
the Railroad or his authorized representative (hereinaRer the Railroad Representative). .
crcepl.dx Page 1 aC3 • July 17, 1998
LJ
AUG.18.1999 3�32PM DRNNENBAUM FTW
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,4RTjCL.� 6 - TERM: TERMINATXQN
a). The graat ofright her�iri made to Contracm� shal.l cornnimce on , aad canvnuo
until , ualess sooner tcimittated 8s herein provided, or at sucii tune as Contractor has
contpk�d its wc�ic onitsilroad's prvpaty, whiche�' is e�rriiier. Cautractor agrees to notify the Railr�oad RcpreseqtaRvr in
writiag whea it has caarplcced its worlt on Railroad prope�°ty.
b), Tius agreement may be terminated by eith�r pariy ou ten (10) days written notice bo fhe other party,
ARTICLE 7 - CERTiFTCAT'�, O�IN�URAN� .
a). Fefiare c�mmenci.ug any work, the Contr�actor will provide the Railroad witli a Ccrti&cate is,sued by its insivance
caaier provtding lhe insurattce coverage required purso�nt to F.xhibit H-I of this agrecmait in a�rolicy which contains the
follvw'vsg type of eridor�emeat
Unian Pacifie Railcvad Comparry, is named �s addition�l ins�urd with respect to all Iinbilitics arising aut
of Insurcd's, �s Contractor, perfosmance af any work on tha property of the Railroad
b). Contracmr wa�rants that this a�nent hss.s beez� thorougiily reviewcd by its insurance agent(s)/broker(s) and that
said agcnt(s)Ibroker(s) has been ins�ucted to procur� insurance covaage and an cndorseraerit �s required he�i,n.
e). All insurance correspondeace shall be diroct�ci w:
Fale No. 1703-93 • _
Union Pa�ific Railroad Company
� 1800 Farnarn St
Oraa�a, Nebraska 68102 � �
qRTICLE 8_ CHOIC� OF FORY7IVI
� Li4�.4an ar�sing out ef or conn� with thi� �t m� be institufad aad meintained in the courts of the stntes
ofNebr�aska aad Texas only, and ibc pmrlic-sconsent to jurigdictiar► aver their.person and over the subject mstter of aay s�ch
litigation, in those courts, and cousatt to service of process issved by s�ch cotiuts, '�
� qR7YCY.L� 9 - SPEC�.I,��tQVISI(JNS
None.
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CROSFLDOC 941115>� _ FolderNo�: i703�3
' Form Apprv�'ed, AVP•Lw
ecoepl,doc
Page � of7
NU.64� N.5
July 17. 1998
Q
' RUG.18.2999 3�32PM
� ' '
a CROBPLDOC 941123 ��
QForm Appccvui� AYP•Law
DANNENBAUM FTW
�U.b4G N.b
FoldarNa: 3�03.93
IN`UY1T'NESS WHEA�O�', the parties her�w have cxecuted this agrecment in duplicate es the datc �rsc hereia
� vrritten.
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UNtON pACCF�C �tA1Q.RfJ�.D COMPANY
Bv
CUNT`RAG'"P RFPR�'.S�M"AT9V8
(Name afcan�aetor)
X
i`icle:
9
Pa�a 3 of 3
�
7uly s�, 1998
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tio �?S &�et af �nyttedc Upoa:ecdpt af �v�kiae► � Fie�h�3 ��L:.ti vvi31 datr�rnitra �tud 'mt'a��se Ga�ac�ne wlxthes
s 8�gm�aaood be p�a� md whd}�sr tbe Caah�odnc aood �.r�L e�Y � P� a+�Y � Tf my PJs�m ar at1�r
sp�� p�� a s�7' �� P� bY ��, ��s �v�i be pn�vided �t C�s e�m6e wi� �a
i�daat�,g 8�tif'@�cR�`icu�d P��+ �1'��8 ac att�s� ' il� C�t�c a�hill aot be islicvai of auy �it� 1+Gapoau'b�il�
or li�tlblities xt bo�'�it bratm.
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� No w�c pa�A�ed by C�utr:x�oc si�R c� �ry� �vi1'b. � o� QOC�ofottd isd �:.b_..71� d vse a� tbe tr�cic�,
gtvpezty aad faciiitias cf thsa �mirood id 1�x,,;Ii� as a�t�„ tmdc� ep�aitiy peanitLed vadec �fie l�t+dedseat, a�x+cifiCiIIy
�i�d ia �civ�cc by tbe Ra�lsoed �nmt�ti�ro. Not}�i� r�?1 b� �� au�rtr+d � be daae by tba Caattar,�oc �t t�y time ih�t
� wvald � saym�arr im�eir tba aftty ti�tvvi W�canat ia �. � t�duuery md mdai�L a�ll 6c Ictpt a# l�aat SO fr�t fi'ooa
ths �im of �a�i`� ac�e�t � aad t� th�Il bn ���� � of R�v�d's har]s m�pt at �tibg opca pob�ic
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��Yi��►af�e R�ro.d f� ao�y �oc�!�c p��ci. � c.� s�u �d�i�ysad hoid h�il� me �a fram
sud �t ary �d aD. li�. c]aime� d�s, ooas oat at� v� .� � m aay way cmaecl�d uri�h ar �g ont � ut�h
�wdc daqe, labac pedorm�d, cc m�ta�aL fiaaisls�d.
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s) 1 Fiba optic ableL ey�tie� mty bc b�rd aa ths Ra�d'u �y,,_��y.,P1r�aetiG� oitbe fibet� qt�c csbk syatema i� af attre�c
aY�l V �+rIYM� � � {�Gi� � � iM �iKI. W YG'ila� �G�YtAYA�j {Y I�Y� �MF � � �L � � �V� �/:L�40tir�N
a�all tdephope tbe R+u'}�ard/�a�t 1-SOU.9q36l-9193 (a 2�-bo.a��c }�) �s � if �er opec able n b�ia3 �anywi�]ae aa ths Ra�cn�dy
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�d ag�iA�t ali ca�► �Y�d � wh� (mGlLlcim� � 1�A11�tx7. �bora�y� f�, C�0�13t C�li �md �� � w�
of aay �# a aui�im of the Can�#a, ib c�, � r�l�r e�lcyc�, tl�at cwea ac c�'bunes �to Cl )�nY da�e to a
d�tiar a� m,y .. aymtma an�:R�im�d`a �rt3'> �� C�) �Y m1�Y to at 8ad� �eay Peraa� ea�Pluyed bY or �
beha�f o�mty �ic�pti�a oa�y, aAdfar ib �, ��J� e�tPls�Yees, va R�+o�i°� p�t�o�etty. Ca�acto� abell aat
b�ave or sedc t�daot�ae ��tinmt RaIIss�d 8x my elaim a c� �' � S�t �d loa of gvfits or rrx�e a]fla of aaaise� ar other
omaoq�ti,�l d�BC m+� � aomp�nY u�g &�'� �rty c�t � c�tomet anset af xt�vicet of tbe 5bar a�ic �sblc
c� Raiiroed'a ptnpaty.
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� Tn t8a pc�o�m af th4 w� w�ezvd by tbis a�at, �� ah�ll ae�aue say iad ell nes�a�rrypa'mih �rad. iball
c�iy wit� alt �licahie f�I, �ne,aa ioc�l l�i.z, ��ud ��xting tire watic,.l�s c.m�achor ehau,ue oaly such
mathads aa rre ce�ateai with a�S', b�h se c�a�aa t�s , th� Caaaba�Loc'� igra� �d rtapkrye�s, tbe e�s, aBea�.
� �lflye� spd proQe�ty af the Ra�Cvad s�rd t� pablic m g�aL � Ca� (wii5au� limi6a� tl�e g�dcaliiY of ti�e �g) ab�ll
samgly w;th all+qrplis�bla slatc md foderal aoc�al �y �d �sttt� es� ead �[stiana. AlI Federal &�roe�d �na
regn,l�kioaa sball be faIIawvd wism waic is p� aa tFse R.min.�nri's �ty. If say fail� by t�e Cva�ac�or io eou��y witit �ny �
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�e Cmh� � retmbt�e asd ��y ti�c+�road f� �ty�a �, �c1tY, � �' �1iD�► ��8 �� � ��'!�
�ers, aoa�t ca� aad a��¢ Ibc C.aa�ra#�c f�rttifa �3 a� t�s � of a�y mt4s �rlido, �poa notiCt thaspCb'eia8 P�� 6S' �
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to this �eema�t. 1U �t �ac1 m f4.11�,...:. of ov� �y � 4� M cb�s�e�d by ti�e C�hactar (aad aot by way oP' -�
iimit�oa� t�e boIlawmg a�eriai aa�ty rulea s�all ba Silla�a�d:
a) �e C�actcr a�altl�Q �}ob si�e hr�s �n �y' a�sl l�hlh h�d� sad cc:an� fh� � empiayrss � campct�at
� aad.ad� texiaAd m aB ca� �d i�slth a� af � job. T� Cca�actar:bsll h4ve gvpc fint aid sapplia sva�labk
aa �ie job r�e ao t�t pcompt fu� aid �pvfe�es c�a �� 4� �ny p�a tbat mry ba inju�od aa tbe jab � Z7se Ga�acLo�
�aII p�ra�upt�y �sati$r the Ra�id of'�► U S. ' S a f� y �d $with A�ti�tica� p c� t a b 3 e is{��ia ocs�auag to
�5' P�� ��Y uiae deiug tl�e �xtxk p�l c�a, flrs� jab � T1�c Ca�at �hall bave a aa�d�.b1e duty to caam�I
� im �ployx� wh�e t�cy �e va tbe j ob �tt ac aqy c� �ty vf the Ryiroed to be oett�tin S�sey do aQt vx„ be imdsr the
i�ct o� cr h� m t� �a +r�r �Ic��is' �, dct� axta�tic a other wbsmace tb�t rnsy i�it the �afe
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a�taiav w�h fl�x�irv'l�i�oe. hea� a fpee �e otf� �a � f�. fk� wdst ]� � wifl� ��ad tro�s that cawsr
� mt� ]c� �e t,o be waa if flax�l�d tr�� a�se ra�a, t�s hae�c botDas� a�d bv ti�d to g�ut c�c�m� Tbe
erriployew �hould watr �y axid psroto�iv� vroak � r� ai le.�t �e � Pc�c�hivs a�nn�t
(1) �v+a he�od grat'�t m�6 �2�.19bmd�cni�7A9.2-Lt�st �sviaioa ff ia �ai that �11
hs�dhaia be a�oed wim Ca�'a a�: c�Y 1�o a a�a.'
Ca? E� gak�m tBat m�ceb Am� N�bir,�nl 3t�d�rd �oc oxn�tia�al sad edt�msl eye aad �ce
�im, z87.1•Is�st tavi�t. aaaica�'1 c�ye � mosc be gvv'sdad tv mar a� }bb ai�iooa svch ea
wddia� :rindin& bamia& e�.: aad
{3) �� pttrbc��a 'wi�i� ���4a to givt pro�im fxam poiia 1�e1s that will be
OCCnA'R1g ar tb0 jvb 3itC. .
� o) A11 �svY e�nipmart p�vi�d a lrs�d by t� � a�uII be oqr�ppod witb sud�,ie b�-up a�amg devices.
If m�e opia3aa of tise ��e x�y cai" er �y aFib wboa�'� eqt�i is �&tuaa oa
�e Rou'ito�l's �cf�Y, �ae �e, eoC tiLe � v� t3�s Res`teoad, R�..r ,. .. �. �3 ��', �., �Il �s a[tch oqnipmt� �om the
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Ca�tt�'a iaablLtioa�ad t�s o�xv. �eni�,a�d e� "T�" � loe, dam.ge, drims, dmuods, +w�ms, aase� o�+c�m,
pmattiea� aoets, eod � dwls�r na�re► mcl�dm6 e�st c� a�d at�xaeys' fta, wbici� mry ravlt Scom: s) i�cy ta Q dmth
otpt�o� � C� tt�e�a7ro�d� ot�'icxn. �, t� �Alay�, tba C�S Q�t'+�ri, tg�, aud �'ora. �s tiveil
as �ay o#bec petsank md/ar b) d�ua�,�e to cx las ac d� of pavp�ty w�boev� �olt�ding C�ar�racboc's pc�cpaty, damn�e to tise
toedbod, t�acb, a�uiPax�t. ac oti�a pcopexty af tbc Ra+'lr�-�., cs �iY m i� c�e or q�dy� ��
b) As s miyor indo+xma�i �ad in c�sidasti.aa o[tl� lir� �!i �niaadoa becrm gnmmd, tbe C,ao�ac�ot e�rec� to ind�nify
aa�d ]�ald is�ks� tttia RmirOed &a�► �ay Lr,� � im due tis �t nri� fi•� any c�se md 'u as�ocit�ed 'm whole ar m pict witit thc wat
pafncmudtimcler8� agi�mt, ai�ac�i dt� a�at ar tt� f�iIasr� ta o� tbe b�lt}� stu! �btY P�w�ma� ba�, ar �Y �Y.
ami�ioa a uglig�a�a mi�ag out af � a� �tt.� af th9a agi�cmmt Baw�v�r', thc Caatr+dct ah�ll aot mdemai�y tise
Rm7tnad wl�a the Loas i� cmas�d b�r tbe aa�c aegligmcc o�'t� &�.
c) Tbe Cva�act�o� s�aII mamt�m wl�iev�c � cov�rage is �sary tc adeq��hely ttodcxwiite ibs g�caaal �d ca�traaa�ei
liabs�ity uarler ths trrm� oi thia �
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finstar�c.�a eovorag'a:
al inata� providil�� R�y' aljcny iar.Iudi� deatb. Persa� �tY e�d p�c�erlY d�e
cavarmgo with a eambia4d sirfgta limii of at l�t �,0�00,000 ecah occiarepce or c1�t ca7d enz to�qregate ]imit nf at
}east S4.OdQ.000. i'!�s insut�ce aha]I c� ��3 f� con�.,ival. l#a�7ity avith G te�te genesai �gregato far �
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feoi t50') frou� tmy rc�coc�ai tr�� �rid,ges. treuu€�s, r�da„ ter�a�nals. vnd�arpr�s�ee or av�ai�), �d ezploaism,
aolla�pse ca�d t�od�o�,d h�ra�d �II be n�a�. �e p�tu�h�sed Qa �' � provida iar at
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oce�retsco fotm, �? tbera ia � l�pse%�c�Ilcatl� o# caaerag�e. cr I�l tk�e sue�c�ding cl�saa a�ie pvticy rotr�activ�e
d�ate ie di�eres�t for ti�e m�pi�ia� paEi�.y. .
b) ' '���o P� �Y �S�Y. P�Peril' d�e abd uausaluedvelu�les ..,. �.,�..�o
�vitiia saombit�d a�gie limit cf at l�t 58,OOO.l�7!? Each acc�s�eacss or clmm. i�a iae�ice aha�]1 cavnr a1T znobc'C
v+ehiele� a� hired cmd��noncW�d ca�d �� �ipma»i if �luciad fcom �.. �.. .�d s tu�der tbe �srseml public
Iicb�it�' iaa��ce• .
c) ' i�taru�cv ev�'ta� �antr�trn'a atatutory► iiabdhty tmder the aror�rs' vorag�r�sc�rm
l,awa of the �ts) �iectQd by tlzia A�, �s2d t�loyers' Iiab�Zity, Ii auch ina�sce w1II aot cover th�s Habdlity of
Coa�toa� in statea tbat requ� pv�ti�o�att � srls� �` com�sena�ion %axi, C�c�or a�l comply aaith the ��
}aw� of svr$ states. If � is aeif-i��d� «vid�o of ata� appm�ai must be pro�rfded.
�etot ea�d kheir �stu�ers ais�i e�oza@ t� � fx�s�ance golicyifes? to
ar�ms�st Rm'irvmd. C.ontra+ctoi's ina�e ehall be privaary � resp�ct b aay inAna�ztsco carried by Raik+occi TY�v p�olieie�
req�red �a�der (a? amd (b) Qbove�sha31 peovide meoemtl�ilaty af intr�raats �sd sixzll a�e Railro�3 ms an md�di�onal i:saia�ed.
i}iiar tc camm�� the Work Cott�tor a�ill ' $ ce�) of iae�a evidesscinq the requireci
c�'ai'a�e mr1 eud�orseme.ntr ca�d tzpon:eq�mat a c�rfif�c� �ate arfgi�ru� c? eAaY roq�rQd polftY• 't7� earti5cate4a) ahall
coat� a provf doa tbat obti�at�c fls� 1r�urmxe w�y{iss) i��ng r�ch pvhcy(ies) ta ac�tify R�rv�d ia wii�rig af cas�►
mater&zl albpratf on f�xltx3it�g anY � m tbe � da�b� in cu:y'cl�ms-�m�8' pa�ides or aubst,�tttal reduction af
at�rega6B lfmi� if auch iimib apply� or �y c� at I�sst tl�t`tY (3�) dccy� ptior lbere�o• -
Tl� fna.urcrjco polic�+Eies) �Sil b� writtea b� a rop�ale iastiu�ce comp�y(iee) ..�.....�F,.:.+le to Fi�lroad oar arith a
etiareat 8ext's It�ttut�ste G�ds Ratir�q of ��d G7�s VII or b�iter, � a�hoslzed to dc b�eaa ia the aflate{al iawi�uch the 1ob
Sate ia Lacated
Cc�bor WARP�A�NTS that tl�ia A�ment h.� kx�A thorouebly:eview�ed bY Coalr�cto� iris�ee
�etstisilbaak�t{s), 9v�o haa+� been iT�b�d by Coatr��aar i� � tim ineta�,C� Covetr�e rec�lred b�Y this Agr�ta�nt.
If Coatt�cr fm�s lo proctu,e �d m�nimn iru�►xs�e aa reqi�.ned. Railro�d may ekct to d� so at the cost o� C.vntr+actor.
The �act that inatiu�ce is obDadaed by C,ontr+�a.�r si�z�all nct b� dsemsd tc reIaasa or diminish the liab�lity of Contractor�
including, wtti�flut iSmitctiAR lfa�ility utader t� is�ie�nity provi�aons of tisie ,iigree�at D�es rt�ov�srable by► AaUroad shcIl
riot bv lir�ibod by tbe �o�t of tiye r�sqtiri:vd i�ur�s cva�a�c�. '
� G:�YHAR�IIN3URANGICKOF�75N.F�
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PAR7 A .
TABLE OF CONTENTS
Notice to Bidders
Detailed Notice to Bidders
Speciai Instructions to Bidders
PART B Unit 1- City of Fort Worth M/WBE Specifications
Unit 1 - Proposal
PART C
Unit 2- City of Fort Worth M/WBE Specifications
Unit 2 - Proposal
Unit 4- City of Fort Worth M/WBE Specifications
Unit 4 - Proposal
Summary of Bids - Unit 1, Unit 2, Unit 3, and Unit 4
General Conditions
PART C-1 Supplementary Conditions to Section C
PART D Special Canditions
PART E Specifications / Easements / Permits 1 SRF Requirements
PART F Bonds '
a. Payment Bond
b. Performance Bond
c. Maintenance Bond
PART G
PART H
�ertificate of Insurance
Contractor Compliance with Worker's Compensation Law
Contract
Geotechnical Results
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PART A
NOTICE TO BIDDERS
DETAILED NOTICE TO BIDDERS
SPECIAL INSTRUCTIONS TO BIDDERS
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Sealed Proposais for the following:
Sanitary Sewer Main-390 Drainage Area
D Rehabilitation and Sanitary Sewer Improvements
(Group 6, Contract 1), Part 2
Unit 1, Unit 2, & Unit 4
� Pipeline Replacement
Sewer Project No. PS46-070460410280
D.O.E. Project Nos.1646, 1840, & 2220
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UNIT No. 1
(DOE # 1646)
UNIT No. 2
(DOE # 1840)
2,225
9
900
70
L.F. 42" Sanitary Sewer Replacement
EA. Type 'A' Access Manholes
L.F. Asphalt Pavement Repair
L.F. Concrete Pavement Repair
L.F. 42" Sanitary Sewer Replacement
L.F. 36" Sanitary Sewer Installed by other than open cut
E.A. Type `A' &'B' Access Manholes
E.A. Std. 4' Diameter Manholes
E.A. Std. 5' Diameter Manholes
L.F. Asphalt Pavement Repair
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UNIT No. 3
UNIT No. 4
(DOE # 2220)
1,228
2,457
10
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2
1,134
NOTICE TO BIDDERS
Deleted from this project
3,400 L.F. 8" Sanitary Sewer
15 EA. Std. 4' Diameter Manholes
3,780 L.F. Asphalt Pavement Repair (Fig.4)
Addressed to Mr. Bob Terrell, City Manager of the City of Fort Worth, Texas, will be received at the Purchasing
Office until 1:30 p.m., Thursday, August 19,1999, 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 Department
of Engineering, Municipal Office Building, 1000 Throckmorton Street, Fort Worth, Texas. One set of plans and
documents will be provided to prospective bidders for a deposit of fifty ($50.00). These plans and documents
contain additional information for prospective bidders.
A mandatory pre-bid conference will be held on Thursday, August 5, 1999, beginning at 9:00 a.m., in the
Transportation and Public Works Conference Room 293. Failure to attend shall result in rejection of the bid as
non-responsive.
Bidders are encouraged to review the project plans and specifications prior to the pre-bid conference and be
prepared to actively participate in the conference. All bidder's questions will be answered at the pre-bid
conference.
For additional information, please contact Mr. Brian D. 0'Neill, P.E. at (817) 763-8883, or Mr. Rakesh
Chaubey, P.E. at (817) 332-5474. .
Advertising Dates:
Thursdav, July 22, 1999
Thursday, Julv 29, 1999
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DETAILED NOTICE TO BIDDERS
Sealed Proposals for the following:
SANITARY SEWER MAIN 390
DRAINAGE AREA REHABILITATION
AND
SANITARY SEWER IMPROVEMENTS
(Group 6, Contract 1), Part 2
Unit 1, Unit 2, and Unit 4
PIPELINE REHABILITATION
SEWER PROJECT N0. PS46-070460410280
� UNIT 1- M-164R, L-2276R, L-3399R, L-1183, & L-3398; D.O.E. PROJECT N0. 1646
UNIT 2- M-164R, M-41 R, L-7663R; L-1524*R; L-1774R, L-7420R, & M-164R*; D.O.E. PROJECT N0. 1840
UNIT 4- L-914 & L-915, L-916, L-914A, L-916A, L-916B, & L-915A; D.O.E. PROJECT N0. 2220
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Addressed to Mr. Bob Terrell, City Manager of the City of Fort Worth, Texas, will be received at the Purchasing
O�ce until 1:30 p.m., Thursday, August 19, 1999, and then publicly opened and read aloud at 2:00 p.m. in
the Council Chambers. Plan Specifications and Contract Documents for this project may be obtained at the
office of the Department of Engineering, Municipal Office Building, 1000 Throckmorton Street, Fort Worth,
Texas. One set of plans and documents will be provided to prospective bidders for a deposit of fifty ($50.00);
such deposit will be refunded if the document is returned in good condition within ten (10) days after bids are
opened. Additional sets may be purchased on a non-refundable basis for $50.00 per set. These plans and
documents contain additional information for prospective bidders.
All bidders will be required to comply with Provisions 5159a of "Vernon's Annotated Civil Statues" of the State
of Texas with respect to the payment of prevailing wage rates and City Ordinance No. 7400, prohibiting
discrimination in employment practices.
Bid security is required in accordance with Paragraph 2 of the Special Instruction to Bidders.
A mandatory pre-bid conference will be held at 9:00 a.m. on Thursday, August 5,1999 in Room 293, 2nd
Floor, City Municipal Building, 1000 Throckmorton Street, Fort Worth, Texas. Failure to attend shall
result in rejection of the bid as non-responsive
Bidders are encouraged to review the project plans and specifications prior to the pre-bid
conference. All bidders questions shall be answered at the pre-bid conference.
DNTB (1)
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DThe major items of work on the above referenced project inciude approximately:
UNIT No. 1 2,225 L.F. 42" Sanitary Sewer Replacement
D (DOE # 1646) 9 EA. Type `A' Access Manholes
900 L.F. Asphalt Pavement Repair
70 L.F. Concrete Pavement Repair
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UNIT No. 2
(DOE # 1840)
UNIT No. 3
UNIT No. 4
(DOE # 2220)
1,228
2,457
10
2
1,134
3,400
15
3,780
L.F. 42" Sanitary Sewer Replacement
L.F. 36" Sanitary Sewer Installed by other than open cut
E.A. Type 'A' & `B' Access Manholes
E.A. Std. 4' Diameter Manholes
E.A. Std. 5' Diameter Manholes
L.F. Asphalt Pavement Repair
Deleted from this praject . �
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Submission of Bids:
L.F. 8" Sanitary Sewer
EA. Std. 4' Diameter Manholes
L.F. Asphalt Pavement Repair (Fig.4)
This document is designed as three (3) separate contract documents and shall not be construed as being a
package. The Proposal Sections are designed as three (3j separate proposals and are arranged in Units to
allow the Contractor to submit a bid on each, some or all Units. Contracts will be awarded to the respective low
bidder for each Unit. 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 Unit. Contractor may bid on any one,
more, or all of the Units.
Time on all units awarded will run concurrently. If the Contractor is low bidder on more than one unit, his
time for all units awarded will be the longest time allowed for any single unit awarded to him.
The City reserves the right to reject any and/or all bids and waive any and/or irregularities. No bid may be
withdrawn until the expiration of ninety (90) days after the opening of bids, but in no case will the award be
made until all the necessary investigations to be made as to the responsibility of the bidder to whom it is
proposed to award the contract have been verified. '
Bidders are responsible for obtaining all addenda to the contract documents prior to the bid receipt time and
acknowledging receipt of the addenda by initialing the appropriate spaces on the Proposed Form. Bids that do
not acknowledge receipt of all addenda may be rejected as being non-responsive. Information regarding the
status of addenda may be obtained by contacting the Department of Engineering office at (817) 871-7910.
Bidders shall not separate, detach or remove any portion, segment or sheets from the contract documents at
any time. Bidders must complete the proposal section(s) and submit the complete specification book or face
rejection of the bid as non-responsive.
DNTB (2)
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In accordance with City of Fort Worth Ordinance No.11923, the City of Fort Worth has goals for the participation
n of minority business ente�prises and women business enterprises in City contracts. Copy of the Ordinance can
tJ be obtained from the Office of the City Secretary. The bidder shall submit the MBE/WBE UTILIZATION FORM,
PRIME CONTRACTOR WAIVER FORM, and GOOD FAITH EFFORT FORM ("Documentation"), as appropriate.
D The documentation must be received no later than 5:00 p.m., five (5) City business days after bid opening. 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.
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The managing department is the Department of Engineering.
For additional information, contact Mr. Brian D. 0'Neill, P.E., at the offices of Dannenbaum Engineering
Corporation, (817) 763-8883 or Rakesh Chaubey, P.E., Project Manager at the City of Fort Worth, (817)
332-5474.
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BOB TERRELL
CITY MANAGER
GLORIA PEARSON
CITY SECRETARY
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Advertising Dates:
Thursday, July 22,1999
Thursday, July 29, 9999
DNTB (3)
Department of Engineering
A. Douglas Rademaker, Director
By: t� ll �j � u u G'i
�( Rick L. Trice, P.E.
� Manager, Consultant Services
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SPECIAL INSTRUCTlONS TO BIDDERS
(WATER DEPARTMENT)
1. PRE-QUALIFICATION REQUIREMENT: Ail contractors submitting bids are required to be
pre-qualified by the City of Fort Worth Water Department prior to submitting bids. This pre-
qualification process will establish a bid limit based on a technical evaluation and financial
analysis of the contractor. It is the bidder's responsibility to submit the following
documentation: a current financial statement, an acceptable experience record, and
acceptable equipment schedule and any other documents the Department may deem
necessary, to the Director of the Water Department at least seven (7) calendar days prior to
the date of the opening of bids.
(a) The financial statement required shall have been prepared by an independent certified
public accountant or an independent public accountant holding a valid permit issued by
an appropriate State licensing agency and shall have been so prepared as to reflect the
financial status of the submitting company. This statement must be current and not more
that one (1) year old. In the case that a bidding date falls within the time a new statement
is being prepared, the previous statement shall be updated by proper verification.
(b) For an experience record to be considered to be acceptable for a given project, it must
reflect the experience of the firm seeking qualification in work of both the same nature
and technical level as that of the project for which bids are to be received.
(c) The Director of the Water Department shall be the sole judge as to the acceptability for
flnancial qualification to bid on any Fort Worth Department project.
(d) Bids received in excess of the bid limit shall be considered non-responsive and will be
rejected as such.
(e) The City, in its sole discretion, may reject any bid for failure to demonstrate experience
and/or expertise.
(fl Any proposals submitted by a non-pre-qualified bidder shall be returned unopened, and
if inadvertently opened, shall 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 and/or magnitude of the
project on which bids are to be received. Failure to notify shall not be a waiver of any
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necessary pre-qualification.
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2. BID SECURITY: A cashier's check or an acceptable bidder's bon� 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 bid, and it is subject to forfeiture in the event the successful
bidder fails to execute the Contract Documents within ten (10) days after the contract has
been awarded. To be an acceptable surety on the bond, (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 (10) 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.
BONDS: A performance bond and payment bond each for one hundred percent (100%) 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 project.
5. AMBIGUITY: In the case of ambiguity or lack of clearness in stating prices in the Proposal,
� the City reserves the right to adopt the most advantageous construction thereof to the City
or to reject the Proposal.
� 6. BIDDER LICENSE: Bidder must be a licensed Contractor in the State of Texas.
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7. NON-RESIDENT BIDDER: Pursuant to Article 601g, Texas Revised Civil Statutes, the City
of Fort Worth will not award this contract to a non-resident bidder unless the non-residenYs
bid is lower than the lowest bid submitted by a responsible Texas resident bidder by the same
amount that a Texas resident bidder would be required to underbid a non-resident bidder to
obtain a comparable contrac# in the state in which the non-resident's principal place of
business is located.
"Non-resident bidder" means a bidder whose principal place of business is not in the State of
Texas, but excludes a contractor whose ultimate parent company or majority owner has its
principal place of business in the State of Texas.
This provision does not apply if this contract involves Federal funds.
The appropriate blanks of the Proposal must be filled out by all non-resident bidders in order
for the bid to meet specifications. The failure of a non-resident contractor to do so will
automatically disqualify that bidder.
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� 8. PAYMENT: If the contract 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 qualification,
retirement plan or statutory requirement.
� : Contractor further covenants that neither it nor its officers, members, agents, employees,
� subcontractors, program participants, or persons ac#ing on their behalf, shall specify, in
� solicitations or advertisements for employees to work on this contract, a maximum age limif
� 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 third parties or subcontractors
and/or its subcontractor's alleged failure to comply with the above referenced Policy
� concerning age discrimination in the performance of this agreement.
10. DISABILITY: In accordance with the provisions of the Americans With Disabilities Act of 1990
� ("ADA"), Contractor warrants that it and any and all of its subcontractors will not unlawfully
discriminate on; the basis of disability in the provision of services to the general public, nor
in the availability, terms and/or conditions of employment for applicants for employment with,
� or employees of Contractor or any of its subcontractors. Contractor warrants it will fully
comply with ADA's provisions and any other applicable Federal, State and Local laws
� conceming disability and will defend, indemnify, and hold City harmless against any claims
or allegations asserted by third parties or subcontractors against City arising out of
Contractor's and/or its subcontractor's alleged failure to comply with the above referenced
� Policy concerning disability discrimination in the performance of this agreement.
11. MINORITY AND WOMEN BUSINESS ENTERPRISES; In accordance with City of Fort Worth
� ordinance No. 11923, the City of Fort Worth has goals for the participation of minority
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 MBE/WBE UTILIZATION FORM,
'j PRIME CONTRACTOR WAIVER FORM, and/or GOOD FAITH EFFORT FORM,
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("Documentation") as appropriate. The documentation must be received no later than 5;00
Jp.m., five (5) City business days after bid opening. The bidder shall obtain a receipt from the
appropriate employee of the managing department to whom delivery was made. Such receipt
shall be evidence that the documentation was received by the City. Failure to comply shall
� render the bid non-responsive.
J 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 Enterpnses (WBE) on the contract and payment thereof. Contractor further agrees
� to permit any audit an/or examination of any books, records or files in its possession that will
substantiate the actual work performed by the 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) and/or commission of
� fraud will result in the Contractor being determined to be irresponsible and barred from
participating in City work for a period of time not less than three (3) years.
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UNI T 1
M/WBE SPECfFICATIONS
PROPOSAL
UNI T 2
M11NBE SPECIFICATIONS
PROPOSAL
UNI T 4
M1WBE SPECIFICATIONS
PROPOSAL
NOTE: MNVBE GOALS ARE DlFFERENT
FOR UNiT 1, UN1T 2, AND UNIT 4
INDIVIDUAL MNVBE DOCUMENTATlON MUST BE
COMPI.ETED WITH THE PROPOSAL FOR FACH UNlT.
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, ATTACHMENT 1A
Page 1 of Z
UNIT 1
City of Fort Worth
Minority and Women Business Enterprise Specif,ic�a}ti8ps
E���IhlEE�,ING/CFW
c�5 - .���./„��� C o,�s; ,2 �� ,—,�,�, zN�. - / g - � 9
PRIME COMPANY NAME ' '���g�� 5 P(`I i 5`t
PROJECT NAME: Sanitary Sewer Main 390 Drainage Area, Rehab. & San. Sewer Imp. �,�,Ta, uN,'7 l
PROJECT NUMBER: Sewer Proiect No. PS46-070460410280
The undersigned bidder agrees to enter into a formal agreement with the MBE andlor WBE firms for
• work listed in this schedule, conditioned upon execution of a contract with the City of Fort Worth.
The willful misrepresentation of facts is grounds for consideration of disqualification and will result
in the bid being considered non-responsive to specifications.
Company Name, Contact MBE or Cert.(*)
r Name, Address, and yyBE Agency
Telephone No.
1���.c,•� L •-� ` . __ .
~ 7? o��0�.,29G 72 ��.._�.
� . ��t�s , i �c 7-Sd��1.K..� M 3,G
��, +2 re. �Q ��t.3.
� yy0-�3 - $S 30
._„ Gl.�!�.:.�►�A�.�.J Lo,..�sr.�...,_�..
.- .�-,�� .�ox 3%,�• ..
��,.��.Q.,r'� �,.��. Jvri3G
���,.� f"�''► "'.. /� `
� y0 - y33 -3oo��tlW�M
��..,�.� � , o ��.�,�.z.�...n..
,., �.`2,3 y�G� j�� i i ��
�,...��..�.�
• J�.t�...w,�oo� ��, , i sc 7G 801 W e5 �
�.,�,� S,�o�
�.` 9�s-GHG-9�y7
^ �r�.t-!!�u . �u���✓�4 _ .._ �.
, y���,����:�.._,5%2� E � _ p� 8�
���� %�,.��,�.._?�/!.���.�
� UA� ^�.., �.!a��� !�,..a,�, �,�.�...
�.,. 8/ 7 - 9d9 -/�G �
Scope of Work
NGT2cR 5vpp�� �a�'���
R�u� 3ac��,'6i
�a����
�.1c_r2c � ��,s; i4.� ( Rsp�a 1 r
/9ND �o•�ci1�Tc�
�FFd L`tiA G�✓,`
�ICt2�(� �`'��'�"�olES
NctlLc/+ 7(L�C1Gi�C-�
Specify Dollar
Tier(**) Amount
1 SG, S y/. °'
l yz, sc�. °`
/ ����o. ��
� �f y 7'�� �
� (*) Acceptable certifying agencies, please specify: (NCTRCA) North Central Texas Regional Certification Agency
(TxDOT) Texas Department of Transportation (Highway Division)
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(*') Only first and second tier acceptable: M/BWE's must be located in the 9(nine) county marketplace or
currently doing business in the marketplace at time of bid.
THIS FORM MUST BE RECEIVED BY THE MANAGING DEPARTMENT
BY 5:00 p.m., FIVE (5) CITY BUSINESS DAYS AFTER BID OPENING.
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UNIT 1
, City of Fort Worth
Minority and Women Business Enterprise Specifications
MBEIWBE UTILIZATION
Company Name, Contact
Name, Address, and
Telephone No.
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ATTACHMENT 1A
Page 2 of 2
MBE or Cert.(*) Scope of Work Specify Dollar
WBE Agency Tier(**) Amount
The bidder further agrees to provide, directly to the City upon request, complete and accurate information
regarding actual work performed by all subcontractors, including MBE(s) andlor WBE(s) arrangements
submitted with this bid. The bidder also agrees to allow an audit andlor examination of any books, records
and files held by their company that will substantiate the actual work performed by the MBE(s) andlor WBE(s)
on this contract, by an authorized officer or employee of the City. Any willful misrepresentation 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.
ALL MBEs and WBEs MUST BE CERTIFIED BY THE CITY BEFORE CONTRACT AWARD
� �NTf�fOM C.vCd.�'1�
Authorized Signature Printed Signatdre
V�G� �(� s�v /UT /JubUST zs. ,��1 ,! 7
Title Date
THIS FORM MUST BE RECEIVED BY THE MANAGING DEPARTMENT
BY 5:00 p.m., FIVE (5) CITY BUSINESS DAYS AFTER BID OPENING.
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Part B
UNIT 1 PROPOSAL
THIS PROPOSAL MUST NOT BE REMOVED FROM THIS BOOK OF CONTRACT DOCUMENT
T0: Mr. Bob Terrell
City Manager
Fort Worth, Texas
Proposal For: The fumishing of all materials specified to be fumishetl by the City, equipment and labor
for the const►uction of M-164R, L-2276R & L-3399R, L-1183, L-3398 and all necessary appurtenances
and incidental work to provide a complete and serviceable project tlesignated as:
Sanitary Sewer. Main-390 Drainage Area
Rehabilitation and Sanitary Sewer Improvements
(Group 6, Contract 1), Part 2
Unit 1
Pipeline Replacement
Sanitary Sewer Project No. PS46-070460410280
D.O.E. No.1646
Pursuant to the foregoing "Notice to Bidders" the undersigned bidder has thoroughly examined the
Contract Documents, including Drawings, special Contract Documents, the General Contract
Documents, and General Specifications for Water Department Projects, and the site of the project,
understands the amount of work to be done, and hereby proposes to do all work, furnish all labor,
equipment and materials necessary to complete all the work as provided in the drawings and
specifications and subject to the inspection and approval of the Engineering Department Director
of the City of Fort Worth requirements. Upon acceptance of this proposal by the City Council, the
bidder is bound to execute a contract and furnish an approved Performance Bond, payment Bond,
Maintenance Bond, and such other bonds, if any, approved by the City of Fort Worth for the
performing and completing of said work within the time stated and for the following sums, to wit:
B1- (1)
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PAY APpROX DESCRIpT10[� OF 1TEM WI'TH BID IJNIT 'TOTAL
1TEM QUANTITY PRICES WRITT�N IN W�ROS PRICE AMOUN7
(Furnish and insfall, including al! appurtenant wark, complete in place fh� iollowir�g items.)
1, 1,653 L.F, 42" Sanitary Sewer Pipe
, (All pepths)*
� ��r� /��Nt,rLc D �ENrr �'` �E Dollars � yo'� �� g ?02. ,�a.5. �'
No C�nts .
2, 60 �,F, 42" Sanitary Sewer Pipe instali�d by
other tha open cut� „ o0
.�iE�E,� ��ND�E�A�,'`T ✓ Dollars $ 750. 1 � yi5, 000. —
N o Cents
3. 512 L.F. 42" Sanitary S�wer Pipe inside 60"
ing i stalled by� h�rthan open cut oo �,
; �G � -� �,'�"ty Dollars $ �SD ' $ o2Bl, GDD. —
ND Cents
�. 215 L.F. 8" Sanitary Sewer Pipe
(All Depths) /
f-o 2 r}/
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5. 18 L.F. 8" D.I,P. CL 51 Sew�r Pipe
(All Depths)
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6. 133 L.�. 8" D.I,P. CL 51 S�wer Pipe
Installed by other th�n open cut
�oJ2 /�(J�-D�2Eb �'�,'v
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7. 8 EA. Cut P1ug & Abandon 36"
Sanita�wer Main
Q�„1tlo a Si9 �n
,.�v
DoUars � ND. �s' $ 00. �'
Cents
Dollars $ � � g/D. °�
Cents
�ouars � 'y,5l� � � ,5 5p .�
Gents
.o
Dollars $ 4 • �' � DDD. ''
Cents
*Bidder shall complete City approved products list on page B1 -(7)
B1- (2j R
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PAY APPROX DESGRIPTION OF li�M VVIiH BlA UNIT TOTAL
ITEM QUANYITY PRICES WRITT�N IN WORDS PRICE AMOUNT
(Fumish and install, intludi�g all appuRenani work, complete in place the following items.)
8. 6 EA, Cut Plug & Abandon 30"
Sanitary S wer Main , �, o0
N�N� I��,��rt.E� Douars � 900. — � .��, �o�.,—
� o Cents
9. � 6 EA. Cut Plug 8� Abandon 18"
Sanitary Sewer Main
�l'G7f� i f�v�t�►2�`7.� � Dollars $ 80D, �° $ DD, '°
N ° Cents
10. 5 EA. Cut Plug & Abantlon 8"
S itary Se-�u er Main
• ; Jc: N��� 2E � . Dollars � SOD. � $ �2, $OD. —
/v o Cents �
11
12.
13.
3 EA, Construct 4' Oiam, Sttl,
�5a itary�holes
o i t�nv,SAti� pollars S� �a� + S� DOO. '
�U Cents
5 V,F. Construct �4' Diam, Std,
Sanitary Nl�nholes (Extra Depth}
�NE �`I��D2�--� Dollars $ JOd. � � 501�. -
No Cents
6 EA, T e"A'�I.) Access Nlanhoie 3� ODO. ''
�'J� Irlov4�,�.�� Dollars S ��. ^ � .
� o Cents
14. 54 V.F. Type "A" (Sp1.) Access Manhoie
(Extra Dept�hj
�2�� l���4�/1L� Dollars $ 3DD.! � /�O��oD. _'
�o C�nts
15. 1 EA, Type "A" (Spl�) Access Manhol�
w' (� t� r✓r Hu,✓��2� DallarS $`�7� S A�, r' y.`.��, ��• '
` �� C�nts
"Bidder shall complet� City approved products list on,page B4 •(7)
B1- (3} R .
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PAY APPROX DESCRIPTION OF ITEM WITH BID UNIT
ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE
(Furnish and install, including all appurtenant work, complete in place the following items.)
16. 9 V.F. Type "A" (Spl.) Access Drop
�N nhole (Extra De
��?����� � �� Dollars $ 350. —
� � Cents
TOTAL
AMOUNT
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17. 2 EA. Type "A" (Spl.) Access Manhole
with tlou drop
,�.x /r1o�5r4� 1� Dollars $ �, �DD. � $ /�, �ol� —
N o Cents
18. 16 V.F. Type "A" (Spl.) Access Manhole w/
D�b le Drop Extra Depth
�r�v✓L c/Nl�2C� Dollars $ '`�Od. $ �,'i�00. —
N� Cents
19
20
9 EA. �less anh le Inse�rts
i c�Jo �r✓�/LG—d,
�lJ D
3 EA. W�r�'tght Manhole Inserts
,�; y
N c�
Dollars $ ��• �
Cents
Dollars $ -� �•
Cents
$ � ��� —
$ /J D•
21. 12 EA. Concrete Manhole Collars
Sc ✓c � l�vn> �2G--� Dollars $ 7��• — $ _� �/OD. —
� o Cents
22. 4 EA. 6" Sanitary Sewer Service Connections
�i.� � 'J� v � E� Dollars $ .��,.SDD. � $ /� DOD. —
�v Cents
23, 78 L.F. 6" Sanitary Sewer Service Lead
/'o/L7�/ Dollars $ ��• � $ � �OZD,
� � Cents
*Bidder shall complete City approved products list on page B1 -(7)
61- (4}
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PAY APPROX DESCRIPTION OF ITEM WITH BID UNIT TOTAL
ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT
(Fumish and install, including all appurtenant work, complete in place the following items.)
24. 16 EA. 4" anitary , er ervice C nnections ,
L�T� � �� �$ Dol lars $ �, ��• � $ ��, DOD. —
�`� v Cents
25. 225 L.F. 4" Sanitary Sewer Service Lead
�2Ty �. ✓c" Dollars $ 3� � $ -�� —
�o Cents
26. 6 EA. Remove Existing Manholes
�"t `�E ��� �►'2-� Dollars $ �- $ 3 DoO, —
/`-�� Cents �
27. 5 EA. A�b ndon Existi g Manhole
�fF�.� �ci�✓l�%�� Dollars $ 3�• $ �,SOD. _
/� � Cents �
28. 1 EA. Abandon �J nction Box
D�G— /Ho�sfi,v �
N�
29. 536 L.F, Hydromulch Seeding
P�c�v ✓L
N�
Dollars $ � DDD. $ /, ODD. —
Cents
Dollars $ '�%
Cents
30. 429 L.F. Sodding
���x
No
Dollars $ � • �
Cents
�, �'�
$ �, � 7y "
31. 965 L.F. 6" Top I Complete in Place
�✓� Dollars $ � ^
� 0 Cents
32. 1,936 L.F. Trench Safety System (For Depths
greater than 5')
��� Dollars $ �-
�� Cents
*Bidder shall complete City approved products list on page B1 -(7;
B1- (5)
$ �! �'�s� _
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PAY APPROX DESCRIPTION OF ITEM WITH BID UNIT
ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE
(Furnish and install, including all appurtenant work, complete in place the following items.)
33. 12 EA. Manhole Vacuum Test
ON� �/v,v J� 2� D Dollars $/UD. —
�`-� ° Cents
34. 1 EA
35. 4,532 L.F.
TOTAL
AMOUNT
$ �..�.00. -
Pr -C nstruction -Hole
� i EE� v,�.�n�CC� Dollars $ /, S�D• $ /, :�DD. "_
�� Cents
Pre-Construction Cleaning &
T�r�spection
����� Dollars � �? � /3 ,� ��. -
�o Cents
36. 2,591 L.F. Post Construction TV Inspection
0��= Dollars $ �-
� o Cents
[c�l
:
900 L,F. As�p It Pavement Repair (Fig. 4)
�- t. �! � Dollars $ � �•
N � Cents
40 L.F. Concrete Pavement Repair (Fig. 1)
n�I� /��v D!'E� Dollars $ /DD. —
/�v Cents
39. 30 L.F. Conc. Sidewalk/Driveway
Rep ement
d 2ry
iv v
$ v2,.5'9�•
� y5; �o. -
� °�!ODD. -
Dollars $ -1ri. $ � .ZOD. �
Cents
40. 15 L.F. Remove & Replace Con. Block
R�et inin Wall
/�-12�� /�v�1�2E� Dollars $ `���• � $ 'y�OD, ^
�� Cents
41. 5 C.Y. Ballast Stone for Miscellaneous
Pla�c ment _.
'��l �' 2 i �./ Dollars $ � $ -�D. —
� i`-� � Cents
*Bidder shall complete City approved products list on page B1 -(7)
B1- (6)
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PAY APPROX DESCRIPTI(JN pF I�'�M 1N17H 81b UNIT
ITEM QUANTITY PRICES WRITi�N IN WORDS PRICE
(Furnistt and instafl, including a11 appurtenanf wor'rc,, complete in ptac2 the following Ftems.)
42. 5 C.Y. Crushed Limestone for Misc.
P�ement /
—1��N�� �"J f� Dollars S ��
- Nd Cents
43. 5 C.Y Type E(1,500 psi) Conc. for Misc.
Placem nt �'
�cC��%�l r'r ✓� _ Dollars S � �
/J o Cents
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TOTAL
AMOUNT
$ /�..s" : _
$ y� : _
44. 5 C.Y, Type B(2,500 psi) Conc, for Misc,
Piacement �
, N i �3 i �l /�`_ ✓� Dollars � �� - $ � 7.5
� �D
Cents
45. 100 C,Y. Handling of Contaminated
Matetial
ONC f�v� p�IE"'� Dollars $��d� $/O DDD, —
- /Jo Cents
Total Bid Unit 1
�,� <3 7/, 9� �. d p
(Transfer Total to Page B-Summary) .
B1- (7} R
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CITY APPROVED PRODUCT FOR *
Failure to provide the information required above may result in rejection of bid as non-responsive.
Only products listed above will be allowed for use in this project. Any substitutions shall result in
rejection of bid as non-responsive.
�*CONTRACTOR SHALL SELECT TYPE OF PIPE TO BE USED
Standard Spec. No.
E1-31
� E1-25
E 1-27
E1-28
v E 100-2
Size
4" through 30"
4" through 15"
4" through 15"
18" through 27"
18" through 48"
Consult with "City of Fort Worth, Texas Standard Product List" to obtain the Generic/Trade
Name and the Manufacturer for the pipes listed above,
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
S Y� C��. 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 obtained 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 thoroughly and understands all the requirements and conditions of those General
Documents, and the specific Contract Documents and appurtenant drawings.
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 the City Ortlinance. No. 7400.
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The Bidder agrees to begin construction within ten (10) calendar days after issue of the work
� order, and to complete the contract for Unit 1, one hundred and fifty (150) calendar days after
beginning construction as set forth in the written work order to be furnished by the Owner.
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(Complete A or B below, as applicable)
A. The principal place of business of our company is in the State of
(� The principal place of business of our company or our parent company or
majority owner is in the State of Texas.
Receipt is acknowledged of the following addenda:
Addendum No. 1
Addendum No. 2
Addendum No. 3
Non-resident bitlders in the State of , our principal piace of
business, are required to be percent lower than resident bidders by state
law. A copy of the statute is attached.
Non-resident bidders in the State of , our principal place of
business, are not required to underbid resident bidders.
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Respectfully submitted;
� xRs� v�?r�"'�' �v�st�rr��✓,/�uc.
By
�'U�� �c�M6 v
fM
Title
Z.�OI�/ �/Q6.N AL �C.�¢� A ��
/`U�7 t�047N 75xi1s 7(o//C7
L
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(SEAL)
If Bidder is Corporation
Date: g� ly���
: •
Adtlress
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SECTION C
GENERAL CONDITIONS
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C1-1
C1-1.1
C1-1.2
C1-1.3
C1-1.4
C1-1.5
C1-1.6
C1-1.7
C1-1.8
C1-1.9
C1-1.10
Cl-l.l l
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
C1-130
C1-1.31
C1-1.32
TABLE OF CONTENTS
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
(1)
PART C - GENERAL CONDITIONS
TABLE OF CONTENTS
NOVEMBER, 1, 1987
C1-1(1)
C1-1(1)
Cl-1(2)
C1-1(2)
Cl-1(2)
C1-1(2)
Cl-1(2)
Cl-1(2)
Cl-1(2)
Cl-1(3)
Cl-1(3)
Cl-1(3)
Cl-1(3)
Cl-1(3)
Cl-1(3)
Cl-1(3)
Cl-1(4)
Cl-1(4)
C1-1(4)
C1-1(4)
C1-1(4)
C1-1(4)
Cl-1(4)
C1-1(4)
Cl-1(4)
Cl-1(5)
Cl-1(6)
Cl-1(6)
C1-1(6)
C1-1(6)
C1-1(6)
Cl-1(6)
C2-2
C2-2.1
C2-2.2
C2-2.3
C2-2.4
C2-2.5
C2-2.6
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
INTERPRETATION AND PREPARATION
OF PROPOSAL
Proposal Form
Interpretation of Quantities
Examination of Contract Documents
and Site
Submitting of Proposal
Rejection of Proposals
Bid Security
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 Enterprise
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
C2-2(1)
C2-2(1)
C2-2(2)
C2-2(3)
C2-2(3)
C2-2(3)
C2-2(4)
C2-2(4)
C2-2(4)
C2-2(4)
C2-2(4)
C2-2(5)
C3-3(1)
C3-3(1)
C3-3(1)
C3-3(2)
C3-3(2)
C3-3(2)
C3-3(2)
C3-3(4)
C3-3(4)
C3-3(4)
C3-3(4)
C3-3(7)
C3-3(7)
C3-3(7)
C3-3(8)
C4-4(1)
C4-4(1)
C4-4(1)
C4-4(2)
C4-4(2)
C4-4(3)
C4-4(3)
�2)
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CS-5
CS-5.1
CS-5.2
CS-5.3
CS-5.4
CS-5.5
CS-5.6
CS-5.7
CS-5.8
CS-5.9
CS-5.10
CS-5.11
CS-5.12
CS-5.13
CS-5.14
CS-5.15
CS-5.16
CS-5.17
CS-5.18
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
C 6-6.11
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
CONTROL OF WORK AND MATERIALS
Authority of Engineer
Conformity with Plans
Coordination of Contract Documents
Cooperation of Contractor
Emergency and/or Rectification Work
Field office
Construction Stakes
Authority and Duties of Inspectors
Inspection
Removal of Defective and Unauthorized Work
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
LEGAL RELATIONS AND PUBLIC RESPONSIBILITY
Laws to be Observed
Permits and Licenses
Patented Devices, Materials and Processes
Sanitary Provisions
Public Safety and Convenience
Privileges of Contractor in Streets,
Alleys, and Right-of-Way
Railway Crossings
Barricades, Warnings and Watchmen
Use of Explosives, Drop Weight, etc.
Work Within Easements
Independent Contractor
Contractor's 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
(3)
CS-5(1)
CS-5(1)
CS-5(2)
CS-5(2)
CS-5(3)
CS-5(3)
CS-5(3)
CS-5(3)
CS-5(4)
CS-5(4)
CS-5(5)
CS-5(5)
CS-5(6)
CS-5(6)
CS-5(6)
CS-5(7)
CS-5(7)
CS-5(8)
C6-6(1)
C6-6(1)
C6-6(1)
C6-6(1)
C6-6(2)
C6-6(3)
C6-6(3)
C6-6(3)
C6-6(4)
C6-6(5)
C6-6(6)
C6-6(6)
C6-6(8)
C6-6(8)
C6-6(8)
C6-6(8)
C6-6(9)
C6-6(9)
C6-6(9)
C6-6(9)
C6-6(10)
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
C8-8.1
C8-8.2
C8-8.3
C8-8.4
C8-8.5
C8-8.6
C8-8.7
CB-8.8
C8-8.9
C8-8.10
C8-8.11
C8-8.12
C8-8.13
PROSECUTION AND PROGRESS
Subletting
Assignment of Contract
Prosecution of the Work
Limitations of operations
Character of Workman and Equipment
Work Schedule
Time of Commencement and Completion
Extension of time of Completion
Delays
Time of Completion
Suspension by 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 Owner
Safety Methods and Practices
MEASUREMENT AND PAYMENT
Measurement of Quantities
Unit Prices
Lump Sum
Scope of Payment
Partial Estimates and Retainage
Withholding Payment
Final Acceptance
Final Payment
Adequacy of Design
General Guaranty
Subsidiary Work
Miscellaneous Placement of Material
Record Documents
(4)
C7-7(1)
C7-7(1)
C7-7(1)
C7-7(2)
C7-7(2)
C7-7(3)
C7-7(3)
C7-7(3)
C7-7(4)
C7-7(4)
C7-7(5)
C7-7(5)
C7-7(6)
C7-7(6)
C7-7(8)
C7-7(8)
C7-7(11)
C8-8(1)
CB-8(1)
C8-8(1)
CB-8(1)
CB-8(2)
CB-8(2)
CB-8(3)
CB-8(3)
CB-8(3)
CB-8(4)
CB-8(4)
CB-8(4)
CB-8(4)
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�' SECTION C 1-1 DEFINITIONS
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.
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:
�
a. GENERAL CONTRACT DOCUMENTS: The General Contract Documents govern
all Water Department Projects and include the following items:
PART C - GENERAL CONDITIONS
C1-1 DEFINITIONS
� PART A- NOTICE TO BIDDERS
PART B - PROPOSAL
PART C - GENER.AL CONDITIONS
�
PART D - SPECIAL CONDITIONS
PART E - SPECIFICATIONS
�
' PERMITS/EASEMENTS
PARTF-BONDS
PART G - CONTRACT
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(Sample)
(Sample)
(CITY)
(Developer)
(Sample)
(Sample)
White
White
Canary Yellow
Brown
Green
E 1-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 (Advertisement) Same as above
' PART B - PROPOSAL (Bid)
PART C - GENERAL CONDITIONS
PART D - SPECIAL CONDITIONS
� PART E - SPECIFICATIONS
PERMITS/EASEMENTS
� PARTF- BONDS
PART G - CONTRACT
PART H- PLANS (Usually bound separately)
�
C1-1 (1)
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C1-1.3 NOTICE TO BIDDERS: All of the legal publications either actually published in public
advertising mediums or furnished direct to interested parties pertaining to the work contemplated
under the Contract Documents constitutes the notice to bidders.
C1-1.4 PROPOSAL: The completed written and signed offer or tender of a bidder to perform the
work which the Owner desires to have done, together with the bid security, constitutes the
Proposal, which becomes binding upon the Bidder when it is officially received by the Owner, has
been publicly opened and read and not rejected by the Owner.
C1-1.5 BIDDER: Any person, persons, firm, partnership, company, association, corporation, acting
directly or through a duly authorized representative, submitting a proposal for performing the work
contemplated under the Contract Documents, constitutes a bidder.
C1-1.6 GENERAL COND)TIONS: The General Conditions are the usual construction and contract
requirements which govern the performance of the work so that it will be carried on in accordance
with the customary procedure, the local statutes, and requirements of the City of Fort Worth's
charter and promulgated ordinances.
Wherever there may be a conflict between the General Conditions and Special Conditions, the latter
shall take precedence and shall govern.
C1-1.7 SPECIAL CONDITIONS: Special conditions are the specific requirements which are
necessary for the particular project covered by the Contract Documents and not specifically covered
in the General Conditions. When considered with the General Conditions and other elements of the
Contract Documents they provide the information which the Contractor and Owner should have in
order to gain a thorough knowledge of the project.
C1-1.8 SPECIFICATIONS: The Specifications is that section or part of the Contract Documents
which sets forth in detail the requirements which must be met by all materials, construction,
workmanship, equipment and services in order to render a completed and useful project. Whenever
reference is made to standard specifications, regulations, requirements, statutes, etc., such referred
to documents shall become a part of the Contract Documents just as though they were embodied
therein.
C1-1.9 BOND: The bond or bonds are the written guarantee or security furnished by the Contractor
for the prompt and
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 understanding 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 therefrom made by the Owner's
representative showing in detail the location, dimension and position of the various elements of the
project, including such profiles, typical cross-sections, layout diagrams, working drawings,
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 Manager, 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.
� CI-1.13 CITY COUNCIL: The duly elected and qualified governing body of the City of Fort Worth,
Texas.
, C1-1.14 MAYOR: The officially elected Mayor, or in his absence, the Mayor Pro tem of the City
of Fort Worth, Texas.
� C1-1.15 CITY MANAGER: The officially appointed and authorized City Manager of the City of
Fort Worth, Texas, or his duly authorized representative.
' C1-1.16 CITY ATTORNEY: The officially appointed City Attorney of the City of Fort Worth,
Texas, or his duly authorized representative.
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C1 �I 1 (3)
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C1-1.17 DIRECTOR OF PUBLIC WORKS: The duly appointed official of the City of Fort Worth,
referred to in the Charter as the City Engineer, or his duly authorized representative.
C1-1.18 DIRECTOR, CITY WATER DEPARTMENT: The duly appointed Director of the City
Water Department of the City of Fort Worth, Texas, or his duly authorized representative, assistant,
or agents.
C1-1.19 ENGINEER: The Director of Public Works, the Director of the Fort Worth City Water
Department, or their duly authorized assistants, agents, engineers, inspectors, or superintendents,
acting within the scope of the particular duties entrusted to them.
C1-1.20 CONTRACTOR: The person, persons, partnership, company, firm, association, or
corporation, entering into a contract with the owner for the execution of the work, acting directly
or through a duly authorized representative. A sub-contractor is a person, firm, corporation, or
others under contract with the principal contractor, supplying labor and materials or only labor, for
work at the site of the project.
C1-1.21 SURETIES: The Corporate bodies which are bound by such bonds are required with and
for the Contractor. The sureties engaged are to be fully responsible for the entire and satisfactory
fulfillment of the Contract and for any and all requirements as set forth in the Contract Documents
and approved changes therein.
C1-1.22 THE WORK OR PROJECT: The completed work contemplated in and covered by the
Contract Documents, including but not limited to the furnishing of all labor, materials, tools,
equipment, and incidentals necessary to produce a completed and serviceable project.
C1-1.23 WORKING DAY: A working day is defined as a calendar day, not including Saturdays,
Sundays, and legal holidays, in which the weather or other conditions not under the control of the
Contractor permit the performance of the principal unit of work for a period of not less than seven
(7) hours between 7:00 a.m. and 6:00 p.m., with exceptions as permitted in paragraph C7-7.6.
C1-1.24 CALENDAR DAYS: A calendar day is any day of the week or month, no days being
excepted.
C1-1.25 LEGAL HOLIDAYS: Legal holidays sha11 be observed as prescribed by the City Council
of the City of Fort Worth for observance by City employees as follows:
Cl-1 (4)
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l.
2.
3.
4.
5.
6.
7.
8.
New Year's Day
M. L. King, Jr. Birthday
Memorial Day
Independence Day
Labor Day
Thanksgiving Day
Thanksgiving Friday
Christmas Day
January 1
Third Monday in January
Last Monday in May
July 4
First Monday in September
Fourth Thursday in Nov.
Fourth Friday in November
December 25
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9. Such other days in lieu of holidays as the City Council may determine
�* When one of the above named holidays or a special holiday is declared by the City Council, falls on
� Saturday, the holiday sha11 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.
Wr
C1-1.26 ABBREVIATIONS: Wherever the abbreviations defined herein appear in Contract Documents,
' the intent and meaning shall be as follows:
� AASHTO - American Association of
State Highway Transportation Officials
� ASCE - American Society of Civil Engineers
LAW - In Accordance With
v ASTM - American Society of Testing Materials
AWWA - American Water Works Association
' ASA - American Standards Association
HI - Hydraulic Institute
Asph. - Asphalt
' Ave. - Avenue
Blvd. - Boulevard
CI - Cast Iron
� CL - Center Line
GI - Galvanized Iron
� Lin. - Linear or Lineal
lb. - Pound
� MH - Manhole
Max. - Maximum
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Cl-1 (5)
MGD - Million Gallons Per Day
CFS - Cubic Foot Per Second
Mono - Monolithic
Min. - Minimum
% - Percentum
I.D. - Inside Diameter
O.D. - Outside Diameter
Elev. - Elevation
F - Fahrenheit
C - Centigrade
In. - Inch
Ft. - Foot
St. - Street
CY - Cubic Yard
Yd. - Yard
L.F. - Linear Foot
D.I. - Ductile Iron
C1-1.27 CHANGE ORDER: A"Change Order" is a written supplemental agreement between the owner
and the Contractor covering some added or deducted item or feature which may be found necessary and
which was not specifically included in the scope of the project on which bids were submitted. Increase
in unit quantities stated in the proposal are not the subject matter of a Change order unless the increase
or decrease is more than 25% of the amount of the particular item or items in the original proposal.
All "Change Orders" shall be prepared by the City from information as necessary furnished by the
Contractor.
C1-1.28 PAVED STREETS AND ALLEYS: A paved street or alley shall be defined as a street or alley
having one of the following types of wearing surfaces applied over the natural unimproved surface:
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Any type of asphaltic concrete with or without separate base material.
Any type of asphalt surface treatment, not including an oiled surface, with or without separate
base material.
Brick, with or without separate base material.
Concrete, with or without separate base material.
5. Any combination of the above.
C1-1.29 LJNPAVED STREETS OR ALLEYS: An unpaved street, alley, roadway or other surface is any
area except those defined above for "Paved Streets and Alleys."
C1-1.30 CITY STREETS: A city street is defined as that area between the right-of-way lines as the street
is dedicated.
C1-1.31 ROADWAY: The roadway is defined as the area between parallel lines two (2) feet back of the
curb lines or four (4) feet back of the average edge of pavement where no curb exists.
C1-1.32 rRAVEL STREET: A gravel street is any unpaved street to which has been added one or more
applications of gravel or similar material other than the natural material found on the street surface
before any improvement was made.
C1-1 (6)
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SECTION C - GENERAL CONDITIONS
C2-2 INTERPRETATION AND
PREPARATION OF PROPOSAL
, SECTION C2-2 INTERPRETATION AND PREPARATION OF PROPOSAL
� C2-2.1 PROPOSAL FORM: The Owner will furnish bidders with proposal form, which will
contain an itemized list of the items of work to be done or materials to be furnished and upon
which bid prices are requested. The Proposal form will state the Bidder's general understanding
� of the project to be completed, provide a space for furnishing the amount of bid security, and
• state the basis for entering into a formal contract. The Owner will furnish forms for the Bidder's
"Experience Record," "Equipment Schedule," and "Financial Statement," all of which must be
� properly executed and filed with the Director of the City Water Department one week nrior to
the hour for onening of bids.
' The financial statement required shall have been prepared by an independent certified public
accountant or an independent public accountant holding a valid permit issued by an appropriate
� state licensing agency, and shall have been so prepared as to reflect the current financial status.
� This statement must be current and not more than one (1) year old. In the case that a bidding
date falls within the time a new statement is being prepared, the previous statement shall be
updated by proper verification. Liquid assets in the amount of ten (10%) percent of the
� estimated project cost will be required.
' For an experience record to be considered to be acceptable for a given project, it must reflect
the experience of the firm seeking qualification in work of both the same nature and magnitude
as that of the project for which bids are to be received, and such experience must have been on
� projects completed not more than five (5) years prior to the date on which aze to be received.
m- 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.
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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 OUANTITIES: The quantities of work and materials to be
furnished as may be listed in the proposal
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� C2-2 (1)
forms or other parts of the Contract Documents will be considered as annroximate only and will
be used for the purpose of comparing bids on a uniform basis. Payment will be made to the
Contractor for only the actual quantities of work performed or materials furnished in strict
accordance with the Contract Documents and Plans. The quantities of work to be performed
and materials to be furnished may be increased or decreased as hereinafter provided, without
in any way invalidating the unit prices bid or any other requirements of the Contract
Documents.
C2-2.3 EXAMINATION OF CONTR.ACT DOCUMENTS AND SITE OF PROJECT; Bidders
are advised that the Contract Documents on file with the Owner shall constitute all of the
information which the Owner will furnish. All additional information and data which the owner
will supply after promulgation of the formal contract documents shall be issued in the form of
written addenda and shall become part of the Contract Documents just as though such addenda
were actually written into the original Contract Documents.
Bidders are required, prior to the filing of proposal, to read and become familiar with the
Contract Documents, to visit the site of the project and examine carefully all local conditions,
to inform themselves by their own independent research and investigations, tests, boring, and
by such other means as may be necessary to gain a complete knowledge of the conditions which
will be encountered during the construction of the project. They must judge for themselves the
difficulties of the work and all attending circumstances affecting the cost of doing the work or
the time required for its completion, and obtain all information required to make an intelligent
proposal. No information given by the owner or any representative of the Owner other than that
contained in the Contract Documents and officially promulgated addenda thereto, shall be
binding upon the Owner. Bidders shall rely exclusively and solely upon their own estimates,
investigation, research, tests, explorations, and other data which are necessary for full and
complete information upon which the proposal is to be based. It is mutually agreed that the
submission of a proposal is prima-facie evidence that the bidder has made the investigations,
examinations and tests 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.
The logs of Soil Borings, if any, showing on the plans are for general information only and may
not be correct. Neither the Owner nor the Engineer guarantee that the data shown is
representative of conditions which actually exist.
C2-2 (2)
�
� C2-2.4 SUBMITTING OF PROPOSAL: The Bidder shall submit his Proposal on the form
furnished by the Owner. All blank spaces applicable to the project contained in the form shall
� be correctly filled in and the Bidder shall state the prices, written in ink in both words and
numerals, for which he proposes to do the work contemplated or furnish the materials required.
� All such prices shall be written legibly. In case of discrepancy between the price written in
words and the price written in numerals, the price most advantageous to the City shall govern.
� If a proposal is submitted by an individual, his or her name must be signed by him (her) or his
(her) duly authorized agent. If a proposal is submitted by a firm, association, or partnership, the
name and address of each member must be given, and the proposal must be signed by a member
�' of the firm, association, or partnership, or by a person duly authorized. If a proposal is
submitted by a company or corporation, the company or corporate name and business address
must be given, and the proposal signed by an official or duly authorized agent. The corporate
seal must be affixed. Power of Attorney authorizing agents or others to sign proposal must be
� properly certified and must be in writing and submitted with the proposal.
� C2-2.5 REJECTION OF PROPOSALS: Proposals may be rejected if they show any alteration
of words or figures, additions not called for, conditional or uncalled for alternate bids,
� incomplete bids, erasures, or irregularities of any kind, or contain unbalance value of any items.
Proposal tendered or delivered after the official time designated for receipt of proposal shall be
� returned to the Bidder unopened.
� C2-2.6 BID SECURITY: No proposal will be considered unless it is accompanied by a
'Proposal Security" of the character and in the amount indicated in the "Notice to Bidders" and
' the "Proposal." The Bid Security is required by the Owner as evidence of good faith on the part
of the Bidder, and by way of a guaranty that if awarded the contract, the Bidder will within the
required time execute a formal contract and furnish the required performance and other bonds.
�I The bid security of the three lowest bidders will be retained until the contract is awarded or
• other disposition is made thereof. The bid security of all other bidders may be returned
promptly after the canvass of bids.
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C2-2 (3)
C2-2.7 DELIVERY OF PROPOSAL: No proposal will be considered unless it is delivered,
accompanied by its proper Bid Security, to the City Manager or his representative in the official
place of business as set forth in the "Notice to Bidders. "It is the Bidder's sole responsibility to
deliver the proposal at the proper time to the proper place. The mere fact that a proposal was
dispatched will not be considered. The Bidder must have the proposal actually delivered. Each
proposal shall be in a sealed envelope plainly marked with the word "PROPOSAL," and the
name or description of the project as designated in the "Notice to Bidders." The envelope shall
be addressed to the City Manager, City Hall, Fort Worth, Texas.
C2-2.8 WITHDRAWING PROPOSALS: Proposals actually filed with the City Manager cannot
be withdrawn prior to the time set for opening proposals. A request for non-consideration of
a proposal must be made in writing, addressed to the City Manager, and filed with him prior to
the time set for the opening of proposals. After all proposals not requested for non-
consideration are opened and publicly read aloud, the proposals for which non-consideration
requests have been properly filed mav, at the option of the Owner, be returned unopened.
C2-2.9 TELEGRAPHIC MODIFICATION OF PROPOSALS: Any bidder may modify his
proposal by telegraphic communication at any time prior to the time set for opening proposals,
provided such telegraphic communication is received by the City Manager prior to the said
proposal opening time, and provided further, that the City Manager is satisfied that a written and
duly authenticated confirmation of such telegraphic communication over the signature of the
bidder was mailed prior to the proposal opening time. If such confirmation is not received
within forty-eight (48) hours after the proposal opening time, no further consideration will be
given to the proposal.
C2-2.10 PUBLIC OPENING OF PROPOSAL: Proposals which have been properly filed and
for which no "Non-consideration Request" has been received will be publicly opened and read
aloud by the City Manager or his authorized representative at the time and place indicated in
the "Notice to Bidders." All proposals which have been opened and read will remain on file with
the Owner until the contract has been awarded. Bidders or their authorized representatives are
invited to be present for the opening of bids.
C2-2.11 IRREGULAR PROPOSALS: Proposals shall be considered as being "Irregular" if they
show any omissions, alterations of form, additions, or conditions not called for, unauthorized
alternate bids, or irregularities of any kind. However, the Owner reserves
C2-2 (4)
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the right to waive any and all irregularities and to make the award of the contract to the best
interest of the City. Tendering a proposal after the closing hour is an irregularity which cannot
be waived.
C2-2.12 DISOUALIFICATION OF BIDDERS: Bidders may be disqualified and their proposals
not considered for any of, but not limited to, the following reason:
a. Reasons for believing that collusion exists among bidders.
� b. Reasonable grounds for believing that any bidder is interested in more than one proposal
for work contemplated.
c. The bidder being interested in any litigation against the Owner or where the Owner may
� have a claim against or be engaged in litigation against the bidder.
-� d. The bidder being in arrears on any existing contract or having defaulted on a previous
�.
contract.
e. The bidder having performed a prior contract in an unsatisfactory manner.
� f. Lack of competency as revealed by the financial statement, experience record,
_ equipment schedule, and such inquiries as the Owner may see fit to make.
— g. Uncompleted work which, in the judgment of the Owner, will prevent or hinder the
�,,, prompt completion of additional work if awarded.
h. The bidder not filing with the Owner, one week in advance of the hour of the opening
of proposals the following:
�
1. Financial Statement showing the financial condition of the bidder as
1 specified in Part "A" - Special Instructions.
2. A current eYperience record showing especially the projects of a nature
similar to the one under consideration, which have been successfully
� completed by the Bidder.
- 3. An equipment schedule showing the equipment the bidder has available
for use on the project.
"" The Bid Proposal of a bidder 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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C2-2 (5)
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PART C - GENERAL CONDITIONS
C3-3 AWAR.D AND EXECUTION OF DOCUMENTS
SECTION C3-3 AWARD AND EXECUTION OF DOCUMENTS:
C3-3.1 CONSIDERATION OF PROPOSALS: After proposals have been opened and read
aloud, the proposals will be tabulated on the basis of the quoted prices, the quantities shown in
the proposal, and the application of such formulas or other methods of bringing items to a
common basis as may be established in the Contract Documents.
, The total obtained by taking the sum of the products of unit prices quoted and the estimated
quantities plus any lump sum items and such other quoted amounts as may enter into the cost
� of the completed project will be considered as the amount of the bid.
Until the award of the contract is made by the owner, the right will be reserved to reject any or
, all proposals and waive technicalities, to re-advertise for new proposals, or to proceed with
the work in any manner as may be considered for the best interest of the Owner.
C3-3.2 MINORITY BUSINESS ENTERPRISE/WOMEN-OWNED BUSINESS
V ENTERPRISE COMPLIANCE: Contractor agrees to provide to Owner, upon request,
. complete and accurate information regarding actual work performed by a Minority Business
� Enterprise (MBE) and or a Woman-owned Business Enterprise (WBE) on the contract and the
payment therefor. Contractor further agrees, upon request by owner, to allow and audit and/or
' an examination of any books, records, or files in the possession of Contractor that will
substantiate the actual work performed by the MBE or WBE. Any material misrepresentation
of any nature will be grounds for termination of the contract and for initiating any action
�I under appropriate federal, state or local laws and ordinances relating to false statements;
. further, any such misrepresentation may be grounds for disqualification of Contractor at
owner's discretion for bidding on future Contracts with the owner for a period of time of not
, less than six (6) months.
�
C3-3.3 EQUAL EMPLOYMENT PROVISIONS: The Contractor shall comply with Current
' City Ordinance prohibiting discrimination in employment practices.
' The Contractor shall post the required notice to that effect on the project site, and, at his
request, will be provided assistance by the City of Fort Worth's Equal Employment officer
who will refer any qualified applicant he may have on file in his office to the Contractor.
� Appropriate notices may be acquired from the Equal Employment Officer.
C3-3 (1)
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C3-3.4 WITHDRAWAL OF PROPOSALS: After a proposal has been read by the Owner it
cannot be withdrawn by the Bidder within forty-five (45) days after the date on which the
proposals were opened.
C3-3.5 AWARD OF CONTRACT: The Owner reserves the right to withhold final action on
the proposals for a reasonable time, not to exceed forty-five (45) days after the date of
opening proposals, and in no event will an award be made until after investigations have been
made as to the responsibility of the proposed awardee.
The award of the contract, if an award is made, will be to the lowest and best responsible
bidder.
The award of the contract shall not become effective until the Owner has notified the
Contractor in writing of such award.
C3-3.6 RETURN OF PROPOSAL SECURITIES: As soon as proposed price totals have been
determined for comparison of bids, the owner may, at its discretion, return the proposal
security which accompanied the proposals which, in its judgment, would not be considered
for the award. All other proposal securities, usually those of the three lowest bidders, will be
retained by the Owner until the required contract has been executed and bond furnished or the
Owner has otherwise disposed of the bids, after which they will be returned by the City
Secretary.
C3-3.7 BONDS: With the execution and delivery of the Contract Documents, the Contractor
shall furnish to, and file with the Owner in the amounts herein required, the following bonds:
a. PERFORMANCE BOND: A good and sufficient performance bond in an
amount not less than 100 percent of the amount of the contract, as evidenced
by the proposal tabulation or otherwise, guaranteeing the full and faithful
eYecution of the work and performance of the contract, and for the protection
of the Owner and all other persons against damage by reason of negligence of
the Contractor, or improper execution of the work or the use of inferior
materials. This performance bond shall guarantee the payment for all labor,
materials, equipment, supplies, and services used in the construction of the
work, and shall remain in full force and effect until provisions as above
stipulated are accomplished and final payment is made on the project by the
City.
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MAINTENANCE BOND: A good and sufficient maintenance bond, in the
amount of not less than 100 percent of the amount of the contract, as evidenced
by the proposal tabulation or otherwise, guaranteeing the prompt, full and
faithful performance of the general guaranty which is set forth in paragraph
C8-8.10.
C3-3 (2)
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' c. PAYMENT BOND: A good and su�cient payment bond, in an amount not
less than 100 percent of the amount of the contract, as evidenced by the
� proposal tabulation or otherwise, guaranteeing the prompt, full and faithful
payment of all claimants as defined in Article 5160, Revised Civil Statutes of
Texas, 1925, as amended by House Bill 344 Acts 56th Legislature, Regular
� Session, 1959, effective Apri127, 1959 and/or the latest version thereof,
supplying labor and materials in the prosecution of the work provided for in
1 the contract being constructed under these specifications. Payment Bond shall
remain in force until all payments as above stipulated a.re made.
�'! d. OTHER BONDS: Such other bonds as may be required by these Contract
, Documents shall be furnished by the Contractor.
No sureties will be accepted by the owner which are at the time in default or delinquent on
� any bonds or which are interested in any litigation against the owner. All bonds 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 contract be determined unsatisfactory at any time by the owner,
notice will be given the Contractor to that effect and the Contractor shall immediately provide
� a new surety satisfactory to the Owner. No payment will be made under the contract until the
new surety or sureties, as required, have qualified and have been accepted by the owner. The
contract shall not be operative nor will any payments be due or paid until approval of the
� bonds by the owner.
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C3-3.8 EXECUTION OF CONTR.ACT: Within ten (10) days after the Owner has by
appropriate resolution, or otherwise, awarded the contract, the Contractor shall execute and
file with the Owner the Contract and such bonds as may be required in the Contract
Documents.
No contract shall be binding upon the owner until it has been attested by the City Secretary,
approved as to form and legality by the City Attorney, and executed for the Owner by either
the Mayor or City Manager.
C3-3 (3)
C3-3.9 FAILURE TO EXECUTE CONTRACT: The failure of the Awardee to execute the
required bond or bonds or to sign the required contract within ten (10) days after the contract
is awarded shall be considered by the Owner as an abandonment of his proposal, and the
owner may annul the Award. By reason of the uncertainty of the market prices of material
and labor, and it being impracticable and difficult to accurately determine the amount of
damages occurring 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 proposai shall be the
agreed amount of damages which owner will suffer by reason of such failure 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 so 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 Order", 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.
C3-3.11 INSURANCE: The Contractor shall not commence work under this contract until he
has obtained all the insurance required under the Contract Documents, and such insurance has
been approved by the Owner. The prime Contractor shall be responsible for delivering to the
owner the sub-contractors❑ ❑certificate of insurance for approval. The prime contractor shall
indicate on the certificate of insurance included in the documents for execution whether or not
his insurance covers sub-contractors. It is the intention of the Owner that the insurance
coverage required herein shall include the coverage of all sub-contractors.
a. COMPENSATION INSURANCE: The Contractor shall maintain, during the
life of this contract„ 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 1NSURANCE: 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.
C3-3 (4)
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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 forth for public liability and property
damage, the following insurance:
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Contingent Liability (covers General Contractor's Liability for acts of
sub-contractors).
Blasting, prior to any blasting being done.
Collapse of buildings or structures adjacent to excavation (if
eYcavations are to be performed adjacent to same).
Damage to underground utilities for $SOO,OOC�.
Builder's risk (where above-�round structures' are involved).
Contractual Liability (covers all indemnification requirements of
Contract).
AUTOMOBILE INSURANCE - BODILY INNRY 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 accourit of one accident, and
automobile property damage insurance in an amount not les's than $100,000.
e. SCOPE OF INSURANCE AND SPECIAL HAZARD: The, insurance required under
the above paragraphs shall provide adequate protection for the Contractor and his sub-
contractors, respectively, against damage claims which may arise from operations
under this contract, whether such operations be by the insured or by anyone directly or
indirectly employed by him, and also against any of the foll,�owing special hazards
which may be encountered in the performance of the Contract.
C3-3 (5)
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PROOF OF CARRIAGE OF INSURANCE: The Contractar shall furnish the Owner
with satisfactory proof of coverage by insurance required in these Contract Documents
in amounts and by carriers satisfactory to the Owner. (Sample attached.) 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.
g. LOCAL AGENT FOR INSURANCE AND BONDING: The insurance and bonding
companies with whom the Contractor's insurance and performance, 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 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 boriding company to negotiate and settle with the City of Fort Worth,
or any other claimant, any claims that the City of Fort Worth or other claimant or any
property owner who has been damaged, may have against the Contractor, insurance,
and/or bonding company. If the local insurance representative is not so empowered by
the insurance or bonding companies, then such authority must be vested in a local
agent or claims officer residing in the Metroplex, the Fort Worth-Dallas area. The
name of the agent or agents shall be set forth on all of such bonds and certificates of
iii�Y4�iE%i�[K�
C3-3.12 CONTRACTORS 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 minimum 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 (6)
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� C3-3.14 CONTRACTORS CONTRACT ADMINISTRATION: An �y 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 fully opexational business office
� within the Fort Worth-Dallas metropolitan area. The Contractor shall charge, delegate, or
assign this office (or he may delegate his Project Superintendent) with full authority to
transact all business �ctions required in the 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 matter 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 shall be maintained until all business
transactions executed as part of the Contract are complete.
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Should the Contractor's principal base of operations be other than in the Fort Worth-Dallas
� metropolitan area, notification of the Contractor's assignment of local authority shall be made
in writing to the Engineer in advance of any work on the project, all appropriately signed and
� sealed, as applicable, by the Contractor's responsible officers with the understanding that this
written assignment of authority to a local representative shall become part of the project
° Contract as though bound directly into the project 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 autnority. This same
requirement is imposed on insurance and surety coverage. Should the Contractor's local
representative fail to perform 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
R!! assigned. No credit of working time will be for periods in which work stoppages are in effect
� for this reason.
C3-3.15 VENUE: Venue of any action hereinunder shall be exclusively in Tarrant County,
Texas.
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C3-3 (7)
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PART C - GENERAL CONDITIONS
C4-4 SCOPE OF WORK
SECTION C4-4 SCOPE OF WORK
C4-4.1 INTENT QF 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 all 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 just as though they were originally written therein.
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C4-4.31NCREASED OR DECREASED OUANTITIES: The Owner reserves the right to alter
the quantities of the work to be performed or to extend or shorten the improvements at any time
when and as found to be necessary, and the Contractor shall perform the work as altered,
increased or decreased at the unit prices. Such increased or decreased quantity shall not be more
than 25 percent of the contemplated quantity of such item or items. When such changes increase
or decrease the original quantity of any item or items of work to be done or materials to be
furnished by the 25 percent or more, then either party to the contract shall upon written request
to the other party be entitled to a revised consideration upon that portion of the work above or
below the 25 percent of the original quantity stated in the proposal; such revised consideration
to be determined by special agreement or as hereinafter provided for "Extra Work." No allowance
will be made for any changes in anticipated profits nor shall such changes be considered as
waiving or invalidating any conditions or provisions of the Contract Documents.
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 (1)
C4-4.4 ALTERATION OF CONTRACT DOCUMENTS: By Change Order, 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 insure 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 considered 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 extra work. The fixed fee is not to include any additional profit to
the Contractor for rental of equipment owned by him and used for the extra
work. The fee shall be full and 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 accurate cost
records on the form and in the method suggested by the Owner and shall give
the Owner access to all accounts, bills, vouchers, and records relating to the
Extra Work.
No "Change Order" shall become effective until it has been approved and signed by each of the
Contracting parties.
No claim for Extra Work of any kind will be allowed unless ordered in writing by the Owner.
In case any 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.
C4-4 (2)
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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 performance, the Contractor shall proceed with the work
�„� after making written request for written orders and shall keep an accurate account of the actual
reasonable cost thereof as provided under method (Item C). Claims for extra work will not be
a 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.
fili 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 initiated 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 of the change or extra work.
� C4-4.6 SCHEDULE OF OPERATIONS: Before commencing any work under this contract, the
Contractor shall submit to the owner and receive the owner's approval thereof, a"Schedule of
Operations," showing by a straight line method 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
;;,,,r for which estimates are to be expected. There 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 furnished to the owner.
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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
indicated in the proposal and in the technical specifications.
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C4-4 (3)
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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:
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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.
c.
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Durations sha11 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.
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 for
the exclusive use or benefit of either the Contractor or the Owner.
f. Thirty days shall be used for submittal review unless otherwise specified.
The construction schedule shall as a minimum be divided into general categories as indicated in
the Proposal and Technical Specifications and each general category shall be broken down into
activities in enough detail to achieve activities of approximately fourteen (14) days duration.
For each general category, the construction schedule shall identify all trades or subcontracts
whose work is represented by activities that follow the guidelines of this Section.
For each of the trades or subcontracts, the construction schedule shall indicate the following
procurements, construction and preacceptance activities and events in their logical sequence for
equipment and materials.
1.
2.
3.
4.
5.
Preparation and transmittal of submittals.
Submittal review periods.
Shop fabrication and delivery.
Erection or installation.
Transmittal of manufacturer's operation and maintenance instructions.
C4-4 (4)
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6. Installed equipment and materials testing.
7. Owner's operator instruction (if applicable).
8. Final inspection.
9. Operational testing.
10. Final inspection.
If, in the opinion of the Owner, work accomplished falls behind that scheduled, the Contractor
shall take such action as necessary to improve his progress. In addition, the Owner may require
the Contractor to submit a revised schedule demonstrating his program and proposed plan to
make up lag in scheduled progress and to insure completion of the work within the contract time.
If the Owner finds the proposed plan not acceptable, he may require the Contractor to increase
the work force, the construction plant and equipment, the number of work shifts or the overtime
operations without additional cost to the Owner.
Failure of the Contractor to comply with these 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.
C4-4 ( 5)
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PART C - GENERAL CONDITIONS
CS-5 CONTROL OF WORK AND MATERIALS
SECTION CS-5 CONTROL OF WORK AND MATERIALS
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
adocuments.
� He shall determine the amount and quality of the work completed and materials furnished, and
his decisions and estimates shall be final. His estimates in such event shall be a condition to the
� right of the Contractor to receive money due him under the Contract. The Owner shall have
-- executive authority to enforce and make effective such necessary decisions and orders as the
� Contractor fails to carry out promptly.
� In the event of any dispute between the Engineer and Contractor over the decision of the
Engineer on any such matters, the Engineer must, within a reasonable time, upon written request
of the Contractor, render and deliver to both the Owner and Contractor, a written decision on
� the matter in controversy.
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 will in all cases be
determined by the Engineer and authorized by the owner by Change order.
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CS-5 (1)
CS-5.3 COORDINATION OF CONTR.ACT 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 appearing in one of the sections is as binding
as though it occurred in all sections. In case of discrepancies, figured dimension shall govern
over scaled dimensions, plans shall govern over specifications, special conditions shall govern
over general conditions and standard specifications, and quantities shown on the plans shall
govern over those shown in the proposal. The Contractor shall not take advantage of any
apparent error or omission in the Contract Documents, and the Owner shall be permitted to
make such corrections or interpretations as may be deemed necessary for 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 Engineer. In the
event of a conflict in the drawings, specifications, or other portions of the Contract Documents
which were not reported prior to the award of Contract, the Contractor shall be deemed to have
quoted the most expensive resolution of the conflict.
CS-5.4 COOPERATION OF CONTRACTOR: The Contractor will be furnished with three sets
of the Contract Documents and shall have available on the site of the project at all times one set
of such Contract Documents.
The Contract shall give to the 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 performance of the work. The Contractor shall provide and maintain at all times at the
site of the project a competent, English-speaking superintendent and an assistant who are fully
authorized to act as the Contractor's agent on the work. Such superintendent and his assistant
shall be capable of reading and understanding the Contract Documents and shall receive and
fulfill 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 project
superintendent sha11 be a resident of Tarrant County, Texas and shall be subject to call, as is the
project Superintendent, at any time of the day or night on any day of the week on which the
Engineer determines that circumstances require the presence on the project site of a
representative of the Contractor to adequately provide for the safety or convenience of the
traveling public or the owners of property across which the project extends or the safety of
property contiguous to the project routing.
The Contractor shall provide all facilities to enable the Engineer and his inspector to examine
and inspect the workmanship and materials entering into the work.
CS-5 (2)
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CS-5.5 EMERGENCY AND/OR RECTIFICATION WORK: 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 respond 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 eYtra compensation, an adequate
� feld 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.
CS-5.7 CONSTRUCTION STAKES: 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. These stakes or markings shall be set sufficiently in advance of
construction operations to avoid delay. Such stakes or markings as may be established for the
1 Contractor's use or guidance shall be preserved by the Contractor until he is authorized by the
Engineer to remove them. Whenever, in the opinion of the Engineer, any stakes or maxkings
have been carelessly or willfully destroyed, disturbed, or removed by the Contractor or any of
1 his employees, the full cost of replacing such stakes or marks plus 25% will be charged against
the Contractor, and the full amount will be deducted from payment due the Contractor.
1 CS-5.8 AUTHORITY AND DUTIES OF CITY INSPECTORS: City Inspectors will be
authorized to inspect all work done and to be done and all materials fumished. Such inspection
� may extend to all or any part of the work, and the preparation or manufacturing of the materials
to be used or equipment to be installed. A City Inspector may be stationed on the work to report
to the Engineer as to the progress of the work and the manner in which it is being performed,
tto report any evidence that the materials being furnished or the work being performed by the
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CS-5 (3)
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Contractor fails to fulfill the requirements of the Contract Documents, and to call the attention
of the Contractor to any such failure or other infringements. Such inspection or lack of
inspection will not relieve the Contractor from any obligation to perform the work in accordance
with the requirements of the Contract Documents. In case of any dispute arising between the
Contractor and the City Inspector as to the materials or equipment furnished or the manner of
performing the work, the City Inspector will have authority to reject materials or equipment to
suspend work until the question at issue can be referred to and be decided by the Engineer.
The City Inspector will not, however, be authorized to revoke, alter, enlazge, or release any
requirement of these Contract Documents, nor to approve or accept any portion or section of the
work, nor to issue any instructions contrary to the requirements of the Contract Documents. He
will in no case act as superintendent or foreman or perform any other duties for the Contractor,
or interfere with the management or operation of the work. He will not accept from the
Contractor any compensation in any form for performing any duties. The Contractor shall
regard and obey the directions and instructions of the City Inspector or Engineer when the same
are consistent with the obligations of the Contract Documents, provided, however, should the
Contractor object to any orders or instructions of the City Inspector, the Contractor may within
six days make written appeal to the Engineer for his decision on the matter in controversy.
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.
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
Contractor's expense. No work sha11 be done or materials used without suitable supervision or
inspection.
CS-5.10 REMOVAL OF DEFECTIVE AND iJNAUTHORIZED WORK: All work, materials,
or equipment which has been rejected shall be remedied or removed and replaced in an
acceptable manner by the Contractor at his own expense. Work done beyond the lines and
grades given or as shown on the plans, except as herein specifically provided, or any Extra
Work done without written authority, will be considered as unauthorized and done at the
expense of the Contractor and will not be paid for by the Owner. Work so done may be ordered
removed at the Contractor's expense. Upon the failure on the part of the Contractor to comply
with any order of the Engineer made under the provisions of this paragraph, the Engineer will
CS-5 (4)
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� have the authority to cause defective work to be remedied or removed and replaced and
unauthorized work to be removed, and the cost thereof may be deducted from any money due
�„� or to become due to the Contractor. Failure to require the removal of any defective or
unauthorized work shall not constitute acceptance of such works.
--� CS-5.11 SUBSTITUTE MATERIALS OR EOUIPMENT: If the Specifications, law, ordinance,
� codes or regulations permit Contractor 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 equal 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 substitute from that specified and
indicating available maintenance service. No substitute shall be ordered or installed without the
written approval of Engineer who will be the judge of the equality and may require Contractor
� to furnish such other data about the proposed substiiute 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.
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CS-5.12 SAMPLES AND TESTS OR MATERIALS: Where, in the opinion, or as the Contract
Documents, tests of materials or equipment are necessary, such tests will be made at the expense
of and paid for direct to the testing agency by the owner unless otherwise specifically provided.
The failure of the owner to make any tests of materials shall 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 permission of the Engineer, use the materials represented by the samples 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 approved by the Engineer before any concrete is placed, and the Contractor
shall be responsible for replacing any concrete which does not meet the requirements of the
Contract Documents. Tests shall be made at least 9 days prior to the placing of concrete, using
samples from the same aggregate, cement, and mortar which are to be used later in the concrete.
Should the source of supply change, new tests shall be made prior to the use of the new
materials.
CS-5 (5 )
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 shall be placed on wooden platforms or other hard, clean
durable surfaces and not on the ground, and shall be placed under cover when directed. Stored
materials shall be placed and located so as to facilitate prompt inspection.
CS-5.14 EXISTING STRUCTURES AND UTILITIES: The location and dimensions shown
on the Plans relative to existing utilities are based on the best information available. Omission
from, or the inclusion of utility locations on the Plans is not to be considered as the nonexistence
of, or a definite location of, existing underground utilities. The location of many gas mains,
water mains, conduits, sewer lines and service lines for all utilities, etc., is unknown to the
Owner, and the Owner assumes no responsibility for failure to show any or all such structures
and utilities on the plans or to show them in their exact location. It is mutually agreed that such
failure will not be considered sufficient basis for claims for additional compensation for Extra
Work or for increasing 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 construction process to provide 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
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.
CS-5.15 INTERRUPTION OF SERVICE:
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Normal Prosecution: In the normal prosecution of work where the interruption
of service is necessary„ the Contractor, at least 24 hours in advance, shall be
required to:
Notify the Water Department's Distribution Division as to location, time,
and schedule of service interruption.
2. Notify each customer personally through responsible personnel as to time
and schedule of the interruption of their service, or
CS-5 (6)
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� 3. In the event that personal notification of a customer cannot be made, a
prepared tag form shall be attached to the customer's entrance door knob.
The tag shall be durable in composition, and in large bold type shall say:
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"NOTICE"
� Due to Utility Improvement in your neighborhood, your (water) (sewer) service will be
interrupted on between the hours of and
This inconvenience will be as short as possible. Thank you,
Contractor
� Address Phone
� b. Emereencv: In the event that an unforeseen service interru tion occurs notice
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r CS-5.16 MUTUAL RESPONSIBILITY OF CONTR.ACTORS: If, through acts or neglect on
v the part of the Contractor, any other Contractor or any sub-contractor shall sufFer loss or damage
on the work, the Contractor agrees to settle with such other Contractor or sub-contractor by
�agreement or arbitration. If such other Contractor or sub-contractor shall assert any claim
' against the Owner on account of any damage alleged to have been sustained, the owner will
notify the Contractor, who shall indemnify and save hannless the Owner against any such claim.
CS-5.17 CLEAN-UP: Clean-up of surplus and/or waste materials accumulated on the job site
during the prosecution of the work under these Contract Documents shall be accomplished in
�"' keeping with a daily routine established to the satisfaction of the Engineer. Twenty-four hours
' after written notice is given to the Contractor that the clean-up on the job site is proceeding in
a manner unsatisfactory to the Engineer, if the Contractor fails to correct the unsatisfactory
procedure, the City may take such direct action as the Engineer deems appropnate 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.
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CS-5 (7)
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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, ternporary structures, and debris of every kind. He shall leave
the site of all work in a neat and orderly condition equal to that which originally existed. Surplus and wast�
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.
CS-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 days after such notification. After such final inspection, if the work and materials and equipmen
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 Contracto�
between said date of notification of the Engineer and the date of final inspection of the work.
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CS-5 (8)
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PART C - GENERAL CONDITIONS
C6-6 LEGAL RELATIONS AND
PUBLIC RESPONSIBILITY
SECTION C6-6 LEGAL RELATIONS AND PUBLIC RESPONSIBILITY
C6-6.1 LAWS TO BE OBSERVED: The Contractor shall at all times observe and comply with
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 all of its officers, agents, and employees against any and ali claims or liability arising from
or based on the violation of any such law, ordinance, regulation, or order, whether it be by
himself or his employees.
� C6-6.2 PERMITS AND LICENSES: The Contractor shall procure all permits and licenses, pay
all charges, costs and fees, and give all notices necessary and incident to the due and lawful
_ prosecution of the work.
' C6-6.3 PATENTED DEVICES, MATERIALS AND PROCESSES: If the Contractor is required
_ or desires to use any design, device, material, or process covered by letter, patent, or copyright,
he shall provide for such use by suitable legal agreement with the patentee or owner of such
� patent, letter, or copyrighted design. It is mutually agreed and understood that without exception
� the contract prices shall include all royalties or cost arising from patents, trade-marks, and copy
rights in any way involved in the work. The Contractor and his sureties shall indemnify and save
hannless the owner from any and all claims for infringement by reason of the use of any such
' patented design, device, material or process„ or any trade-mark or copy right in connection with
the work agreed to be performed under these Contract Documents, and shall indemnify the owner
for any cost, expense, or damage which it may be obliged to pay by reason of such infringement
, at any time during the prosecution of the work or after completion of the work, provided,
however, that the owner will assume the responsibility to uefend 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 hannless on account of such suits.
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C6-6 (1)
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C6-6.4 SANITARY PROVISIONS: The Contractor shall establish and enforce among his
employees 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 private, and
such regulations as are required by Law shall be put into immediate force and effect by the
Contractor. The necessary sanitary conveniences for use of laborers on the work, properly
secluded from public observation, shall be constructed and maintained by the Contractor and
their use shall be strictly enforced by the City shall be strictly complied with.
Contractor. All such facilities shall be kept in a clean and sanitary condition, free from
objectionable odors so as not to cause a nuisance. All sanitary laws and regulations of the State
of Texas
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, as to cause no
greater obstruction or inconvenience to the public than is considered to be absolutely necessary
by the Engineer. The Contractor is required to maintain at all times 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 provisions may include bridging, placement of crushed stone or gravel or 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 maintenance of roadways and bridges for such diversion of
traffic. Sidewalks must not be obstructed except by special permission of the Engineer.
The 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, gas valves, or manholes in the vicinity. The
Owner reserves the right to remedy any neglect on the part of the Contractor as regards to public
convenience and safety which 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.
C6-6 (2)
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� The Contractor, after approval of the Engineer, shall notify the Fire Department Headquarters,
Traffic Engineer, and Police Department, when any street or alley is requested to be closed or
� obstructed or any fire hydrant is to be made inaccessible, and, when so directed by the Engineer,
shall keep any street, streets, or highways in condition for unobstructed use by fire appazatus.
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.
The Contractor shall at a11 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:
A 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 reasonable amount of tools, materials, and equipment
i"r 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 carried on in such manner as not to interfere with
the operation of trains, loading or unloading of cars, etc. Other contractors of the Owner may,
for all purposes required by the contract, enter upon the work and premises used by the
Contractor and shall be provided all reasonable facilities and assistance for the completion of
r,; adjoining work. Any additional grounds desired by the Contractor for his use shall be provided
by him at his own cost and expense.
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C6-6 (3)
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C6-6.7 RAILWAY CROSSINGS: When the work encroaches upon any right-of-way on any
railway, the City will secure the necessary easement for the work. Where the railway tracks are
to be crossed, the Contractor shall observe all the regulations and instructions of the railway
company as to the methods of performing the work and take all precautions for safety of property
and the public. Negotiations with the railway companies for permits shall be done by and
through the City. The Contractor shall give the City notice not less than five days prior to the
time of his intentions to begin work on that portion of the project which is related to the railway
properties. The Contractor will not be given extra or additional compensation for such railway
crossings unless specifically set forth in the Contract Documents.
C6-6.8 BARRICADES, WARNINGS AND WATCHMEN: Where the work is carried on in or
adjacent to any street, alley, or public place, the Contractor shall at his own expense furnish,
erect, and maintain such barricades, fences, lights and danger signals, shall provide such
watchmen, and shall take all such other precautionary measures for the protection of persons or
property and of the work as are necessary. Barricades and fences shall be painted in a color that
will be visible at night. From sunset to sunrise the Contractor shall furnish and maintain at least
one easily visible burning light at each barricade. A sufficient number of barricades shall be
erected and maintained to keep pedestrians away from, and vehicles from being driven on or into,
any work under construction or being maintained. The Contractor shall furnish watchmen and
keep them at their respective assignments in sufficient numbers to protect the work and prevent
accident or damage.
All installations and procedures shall be consistent with the provisions set forth in the 111980
Texas Manual on Uniform Traffic Control Devices for Streets and Highways' issued under the
authority of the "State of Texas Uniform Act Regulating Traffic on Highways", codified as
Article 6701d Veron's Civil Statutes, pertinent sections being Section Nos. 27, 29, 30 and 31.
The Contractor will not remove any regulatory sign, instructional sign, street name sign, or other
sign which has been erected by the City. If it is determined that a sign must be removed to
permit required construction, the Contractor shall contact the Transportation and Public Works
department, Signs and Markings Division to remove the sign. In the case of regulatory signs,
the Contractor must replace the permanent sign with a temporary sign meeting the requirements
of the above referenced manual and such temporary sign must be installed prior to the removal of
the permanent sign. If the temporary sign is not installed correctly or if it does not meet the
required specifications, the permanent sign shall be left in place until the temporary sign
requirements are met. When construction work is completed to the extent that the permanent
sign can be 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.
C6-6 (4)
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' The Contractor will be held responsible for all 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, fences, and lights or for salaries of watchmen, for the
�,�, subsequent removal and disposal of such barricades, signs, or for any other incidentals necessary
' for the proper protection, safety, and convenience of the public during the contract period, as this
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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 weighs, 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 advance of the use of any activity which might damage
- or endanger their or his property along or adjacent to the work.
Where the use of explosives is to be permitted on the project, as specified in the Special Contract
�'r' Documents, or the use of explosives is requested, the Contractor shall submit notice to the
Engineer in writing twenty-four hours prior to commencing and shall furnish evidence that he
� has insurance coverage to protect against any damages and/or injuries arising out of such use of
explosives.
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All claims arising out of the use of explosives shall be investigated and a written report made by
the Contractor's insurers to the Engineer within ten (10) days after receipt of written notice of the
claim to the Contractor from either the City or the claimant. The City shall proceed to give
notice to the Contractor of any such claim. The use of explosives may be suspended by the
Engineer if any complaint is received and such use shall not be resumed until the cause of the
complaint has been addressed.
Whenever explosives are stored or kept, they shall be stored in a safe and secure manner and all
� storage places shall be plainly marked "DANGEROUS EXPLOSIVES" and shall be under the
care of a competent watchman at all times. All vehicles in which explosives are being
transported shall be plainly marked as mentioned above and shall, insofar as possible, not use
� heavy traffic routes.
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C6-6 (5)
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C6-6.10 WORK WITHIN EASEMENTS: Where the work passes over, through, or into private
property, the Owner will provide such right-of-way or easement privileges as the City may deem
necessary for the prosecution of the work. Any additional rights-of-way or work area considered
necessary by the Contractor shall be provided by him at his own expense. Such additional rights-
of-way or work area shall be acquired for 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 upon private property for any purpose without having previously obtained permission
from the owner of such property. The Contractor will not be allowed to store equipment or
material on private property unless and until the specified approval of the property owner has
been secured in writing by the Contractor and a copy furnished to the Engineer. Unless
specifically provided otherwise, the 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. The Contractor shall be responsible for the preservation of
and shall use every precaution to prevent damage to all trees, shrubbery, plants, lawns, fences,
culverts, curbing, and all other types of structures or improvements, to all water, sewer, and gas
lines, to all conduits, overhead pole lines, or appurtenances thereof, including the construction of
temporary fences, and to all other public or private property along adjacent to the work.
The Contractor shall notify the proper representatives of owners or occupants of public or private
lands or interest in lands which might be affected 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 be affected by the work. The Contractor shall be
responsible for all damage or injury to property of any character resulting from any act,
omission, neglect, or misconduct in the manner or method or execution of the work, or at any
time due to defective work, material, or equipment.
When and where any direct or indirect or injury is done to public or private property on account
of any act, omission, neglect, or misconduct in the execution of the work, or in consequence of
the non-execution thereof on the part of the Contractor, he sha11 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 fencing,
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 fence 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.
C6-6 (6)
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Temporary fencing shall be erected in place of the fencing removed whenever the work is not in
progress and when the site is vacated overnight, and/or at all times to prevent livestock from
entering the construction area. The cost for fence removal, temporary closures and replacement
shall be subsidiary to the various items bid in the project 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 ar injury, the owner may, upon 48 hour written notice under ordinary circumstances, and
without notice when a nuisance or hazardous condition results, 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
1� Contractor 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
it❑s 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.
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C6-6.12 CONTRACTORS 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 and 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 agree to
assume all liability and responsibility of owner, itOs 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 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 and invitees, whether or not caused, in
whole or in part, by alleged negligence of officers, agents, servants, employees, contractors,
subcontractors, licensees or invitees of the Owner.
C6-6 (7)
Y
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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 to the total dollar amount then due less the dollar value of
any written claims pending against the Contractor arising out of the performance of such work,
and such semi-final payment may then be recommended by the Director.
The Director shall not recommend final payment to a Contractor against whom such a claim for
damages is outstanding for a period of six months following the date of the acceptance of the
work performed unless the Contractor submits evidence in writing satisfactory to the Director
that:
1.
2.
The claim has been settled and a release has been obtained from the claimant involved,
or
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
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 obligations of the
Contractor have been met to the satisfaction of the Director.
C6-6 (8)
�
� The Director may, if he deems it appropriate, refuse to accept bids on other Water
Department Contract work from a Contractor against whom a claim for damages is
� outstanding as a result of work performed under a City contract.
C6-6.13 CONTRACTORS 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 succeeding that in which any such damage is claimed to
have been sustained, the Contractor shall file with the Engineer an itemized statement of the
�e details and amount of such alleged damage and, upon request, shall give the Engineer access
, to all books of account, receipts, vouchers, bills of lading, and other books or papers
containing any evidence as to the amount of such alleged damage. Unless such statements
shall be filed as hereinabove required, the Contractor's claim for compensation shall be
� waived, and he shall not be entitled to payment on account of such damages.
� C6-6.14 ADJCTSTMENT OR RELOCATION OF PUBLIC UTILITIES, 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 thereupon have been
� issued by the Engineer. The right is reserved to the owners of public utilities to enter the
geographical limits of the Contract for the purpose of making such changes or repairs to
their property that may be necessary by the performance of this contract.
� C6-6.15 TEMPORARY SEWER AND DRAIN CONNECTIONS: When existing sewer
' lines have to be taken up or removed, the Contractor shall, at his own 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 expense, shall construct such troughs, pipes, or other
structures necessary, and be prepared at all times to dispose of drainage and sewage
received from these temporary connections until such times as the permanent connections
' are built and are in service. The existing sewers and connections shall be kept in service and
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.
'
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�
C6-6 (9)
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C6-6.16 ARRANGEMENT AND CHARGES FOR WATER FURNISHED BY THE CITY:
When the Contractor desires to use City water in connection with any construction work, he
shall make complete and satisfactory arrangements with the Fort Worth City Water
Department for so doing City water furnished to the Contractor shall be delivered to the
Contractor from a connection on an existing City main. All piping required beyond the
point of delivery shall be installed by the Contractor at his own expense.
The Contractor's responsibility in the use of all existing fire hydrant and/or valves is detailed
in Section E2-1.2 USE OF FIRE HYDRf1NTS AND VALVES in these General Contract
Documents.
When meters are used to measure the water, the charges, if any, for water will be at the
regular established rates. When meters are not used, the charges, if any, will be as
prescribed by the City Ordinance, or where no ordinance applies, payment shall be made on
estimates and rates established by the Director of the Fort Worth Water Department.
C6-6.17 USE OF A SECTION OR PORTION OF THE WORK: Whenever, in the opinion
of the Engineer, any section or portion of the work or any structure is in suitable condition, it
may be put into use upon the written order of the 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. All 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 CONTRACTORS RESPONSIBILITY FOR THE WORK: 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 shall take every necessary precaution to prevent
injury or damage to the work or any part thereof by action of the elements or from any cause
whatsoever, whether arising from the execution or nonexecution of the work. The
Contractor shall rebuild, repair, restore, and make good at his own expense all injuries or
danlage to any portion of the work occasioned by any of the hereinabove causes.
C6-6.19 NO WAIVER OF LEGAL RIGHTS: Inspection by the Engineer or any order by the
owner by payment of money or any payment for or acceptance of any work, or any
extension of time, or any possession taken by the City shall not operate as a waiver of any
provision of the Contract Documents. Any waiver of any breach or Contract shall not be
held to be a waiver of any other or subsequent breach.
The Owner reserves the right to correct any error that may be discovered in any estimate that
may have been paid and to adjust the same to meet the requirements of the Contract
Documents
C6-6 (10)
�
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C6-6.20 PERSONAL LIABILITY OF PUBLIC OFFICIALS: In carrying out the provisions
of these Contract Documents or in exercising any power of authority granted thereunder,
there shall be no liability upon the authorized representatives of the Owner, either personally
or otherwise as they are agents and representatives of the City.
C6-6.21 STATE SALES TAX: On a contract awarded by the City of Fort Worth, an
organization which qualifies for exemption pursuant the provisions of Article 20.04 (H) of
� the Texas Limited Sales, Excise, and Use Tax Act, the Contractor may purchase, rent or
lease all materials, supplies and equipment used or consumed in the performance of this
�. contract by issuing to his supplier an exemption certificate in lieu of the tax, said exemption
certificate to comply with State Comptroller's Ruling .007. Any such exemption certificate
issued by the Contractor in lieu of the t� shall be subject to and shall comply with the
provisions of State Comptroller's Ruling .O1 l, and any other applicable State Comptroller
� rulings pertaining to the Texas Limited Sales, Excise, and Use Tax Act.
� On a contract awarded by a developer for the construction of a publicly-owned improvement
in a street right-of-way or other easement which has been dedicated to the public and the
City of Fort Worth, an organization which qualifies for exemption pursuant to the provisions
� of Article 20.04 (H) of the Texas limited Sales, Excise, and Use Tax Act, the Contractor can
� probably be exempted in the same manner stated above.
Limited Sale, Excise and Use Tax permits and information can
be obtained from:
� Comptroller of Public Accounts
Sale Tax Division
� Capitol Station
Austin, TX
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C6-6 (11)
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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 superintendence, work of a value of not less than
fifty (50%) percent of the value embraced in the contract. If the Contractor sublets any part of
� the work to be done under these Contract Documents, he will not under any circumstances be
relieved of the responsibility and obligation assumed under these Contract Documents. All
^ transactions of the Engineer will be with the Contractor. Subcontractors will be considered only
,
in the capacity of employees or workmen of the Contractor and shall be subject to the same
requirements as to character and competency. The Owner will not recognize any subcontractor
on the work. The Contractor shall at all times when the work is in operation, be represented
� either in person or by a superintendent or other designated representatives.
� C7-7.2 ASSIGNMENT OF CONTRACT: The Contractar shall not assign, transfer, sublet,
convey, or otherwise dispose of the contract or his rights, title, or interest in or to the same or
any part thereof without the previous consent of the Owner expressed by resolution of the City
� Council and concurred in by the Sureties.
If the Contractor does, without such previous consent, assign, transfer, sublet, convey, or
"1
� 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.
tC7-7.3 PROSECUTION OF THE WORK: Prior to beginning any construction operation, the
Contractor shall submit to the Engineer in five or more copies, if requested by the Engineer, a
� progress schedule preferably in chart or diagram form, or a brief outlining in detail and step by
step the manner of 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.
'
�
C7-7 (1)
�
�
The Contractor shall commence the work to be performed under this contract within the time
limit stated in these Contract Documents and shall conduct the work in a continuous manner and
with sufficient equipment, materials, and labor as is necessary to insure its completion within
the time limit.
The sequence requested of all construction operations shall be at all times as specified in the
Special Contract Documents. Any deviation from such 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 by the Contractor so as to create a minimum arnount 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 WORKMEN AND EOUIPMENT: Local labor shall be used by the
Contractor as 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 otherwise objectionable or neglectful in the proper
performance of his or their duties, or who neglects or refuses to comply with or carry out the
directions of the owner, and such person or persons shall not be employed again thereon without
written consent of the Engineer.
All workmen shall have sufficient skill, ability, and experience to properly perform the work
assigned to them and operate any equipment necessary to properly carry out the performance
of the assigned duties.
C7-7 (2)
�
' The Contractor shall furnish and maintain on the work all such equipment as is considered to
be necessary for prosecution of the work in an acceptable manner and at a satisfactory rate of
progress. All equipment, tools, and machinery used for handling materials and executing any
, part of the work shall be subject to the approval 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: Elapsed working days shall be computed starting with the first
� day of work completed as detined in C1-1.23 "WORKING DAY" or the date stipulated in the
"WORK ORDER" for beginning work, whichever comes first.
Nothing in these Contract Documents shall be construed as prohibiting the Contractor from
working on Saturday, Sunday or Legal Holidays, providing that the following requirements are
met:
� a.
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A request to work on a specific Saturday, Sunday or Legal Holiday must be
made to the Engineer no later than the proceeding Thursday.
b. Any work to be done on the project on such a specific Saturday, Sunday or
Legal Holiday 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.
� C7-7.7 TIME OF COMMENCEMENT AND COMPLETION: The Contractor shall commence
- the work specified in the Contract (within the time 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.
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The Contractor shall maintain a rate of progress such as will insure that the whole work will be
performed and the premises cleaned up in accordance with the Contract Documents and within
the time established in such documents and such extension of time as may be properly
authorized by the owner.
C7-7.8 EXTENSION OF TIME COMPLETION: The Contractor's request for an extension
� of time of completion shall be considered only when the 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 eYtension of the time of completion be requested such request will
� be forwarded to the City Council for approval .
C7-7 (3)
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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. This shall
include 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 shall receive no compensation for delays or hindrances to the
work, except when direct and unavoidable extra cost to the Contractor is caused by the failure
of the City to provide information or material, if any, which is to be furnished by the City.
When such extra compensation is claimed a written statement thereof shall be presented by the
Contractor to the Engineer and if by him found correct shall be approved and referred by him
to the Council for final approval or disapproval; and the action thereon by the Council shall be
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.
C7-7.10 TIME OF COMPLETION: The time of cornpletion is an essential element of the
contract. Each bidder shall indicate in the appropriate place on the last page of the Proposal the
number of working days or calendar days that he will require to fully complete this contract or
the time of completion will be specified by the City in the Proposal section of the contract
documents
The number of days sindicated shall be realistic estimate of 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 the time
C7-7 (4)
�
' 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 contract is signed, the
sum per day given in the following schedule, unless otherwise speciiied in other parts of the
� Contract Documents, will be deducted from monies due the Contractor, not as a penalty, but as
liquidated damages suffered by the owner.
�
Less than
� $5,001 to
$15,001 to
$25,001 to
� $50,001 to
- $100,001 to
$500,001 to
` $1,000,001 to
� $2,000,001 and over
AMOUNT OF CONTRACT
$5,000
$ I 5,000
$25,000
$50,000
$100,000
$500,000
$1,000,000
$2,000,000
inclusive
inclusive
inclusive
inclusive
inclusive
inclusive
inclusive
inclusive
$35.00
$45.00
$63.00
$105.00
$154.00
$210.00
$315.00
$420.00
$630.00
� The parties hereto understand and agree that any harm to the City caused by the Contractor's
delay in completing the wark hereunder in the time specified by the Contract Documents would
be incapable or very difficult of accurate estimation, and that the "Amount of Liquidated
� Damages Per Day", as set out above, is a reasonable forecast of just compensation due the City
- for hann caused by any delay.
C7-7.11 SUSPENSION BY COURT ORDER: The Contractor shall suspend operations on such
� part or parts of the work ordered by any court, and will not be entitled to additional
� compensation by virtue of such court order. Neither will he be liable to the City in the event
the work is suspended by a Court Order. Neither will the Owner be liable to the Contractor by
virtue of any Court Order or action for which the Owner is not solely responsible.
�
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C7-7.12 TEMPORARY SUSPENSION: The Owner shall have the right to suspend the work
operation wholly or in part for such period or periods of time as he may deem necessary due to
unsuitable weather conditions or any other unfavorable conditions which in the opinion of the
Owner or Engineer cause further prosecution of the work to be unsatisfactory or detrimental to
the interest of the project. During temporary suspension of work covered by this contract, for
any reason, the Owner will make no extra payment for stand-by time of construction equipment
and/or construction crews.
' If it should become necessary to suspend work for an indefinite period, the Contractor shall
store all materials in such manner that they will not obstruct or impede the public unnecessarily
' nor become damaged in any way, and he shall take every precaution to prevent damage or
deterioration of the work performed; he shall provide suitable drainage about the work, and
erect temporary structures where necessary.
�
C7-7 (5)
�
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Should the Contractor not be able to complete a portion of the project due to causes beyond the
control of and without the fault or negligence of the Contractor as set forth in Paragraph C7-7.8
EXTENSION OF THE TIME OF COMPLETION, and should it be determined by mutual
consent of the Contractor and the Engineer that a solution to allow construction to proceed is
not available within a reasonable period of time, then the Contractor may be reimbursed for the
cost of moving his equipment off the job and returning the necessary equipment to the job when
it is determined by the Engineer that construction may be resumed. Such reimbursement shall
be based on actual cost to the Contractor of moving the equipment and no profit will be allowed.
No reimbursement shall be allowed if the equipment is moved to another construction project
for the City of Fort Worth.
The Contractor shall not suspend work without written notice from the Engineer and shall
proceed with the work operations promptly when notified by the Engineer to so resume
operations.
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 continuiiy 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 thirty 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 WORK AND ANNULMENT OF
CONTR.ACT: 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
following, by way of example, but not of limitation, may be considered grounds for
suspension or cancellation:
a. Failure of the Contractor to commence work operations within the time specified in the
work Order issued by the Owner.
C7-7 (6)
�
' b. Substantial evidence that progress of the the work operations by Contractor is
insufficient to complete the work within the specifed time.
c. Failure of the Contractor to provide and maintain sufficient labor and equipment to
properly execute the working operations.
� 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.
� j. If the Contractor shall for any cause whatsoever not carry on the working operation in
. an acceptable manner.
k. If the Contractor commences legal action against the Owner.
A copy of the suspension arder 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 consent of the Owner, sublet the work or that portion of the work as taken over,
provided however, that the Sureties shall exercise their option, if at all, within two weeks after
the written notice to discontinue the work has been served upon the Contractor and upon the
' Sureties or their authorized agents. The Sureties, in such event shall assume the Contractor's
place in all respects, and shall be paid by the owner for all work performed by them in
accordance with the terms 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.
C7-7 (7)
i�
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In 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 thereof 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 the work, and to charge to the
account of the Contractor of said contract expense for labor, materials, tools, equipment, and
all expenses incidental thereto. The 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 of the Contract or any part thereof. The owner shall not be
required to obtain the lowest bid �or 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 been f inished and completed,
the final inspection made by the Engineer, and the final acceptance and final payment made by
the Owner.
C7-7.16 TERMINATION FOR CONVENIENCE OF THE OWNER:
A. NOTICE OF TERMINATION: The performance of the work under this contract may
be terminated by the Owner in whole, or from time to time in part, in accordance with
this section, whenever the Owner shall determine that such termination is in the best
interest of the owner. Any such termination shall be effected by mailing a notice of
termination to the Contractor specifying the extent to which performance of work under
the contract is terminated, and the date upon which such termination becomes effective.
Receipt of the notice shall be deemed conclusively presumed and established when the
letter is placed in the United States Mail by the Owner. Further, it shall be deemed
conclusively presumed and established that such termination is made with just cause as
therein stated; and no proof in any claim, demand or suit shall be required of the Owner
regarding such discretionary action.
C7-7 (8)
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CONTRACTOR ACTION: After receipt of a notice of termination, and except as
otherwise directed by the Engineer, the Contractor shall:
1. Stop work under the contract on the date and to the extent specified in
the notice of termination;
2. place no further orders or subcontracts for materials, services or
facilities except as may be necessary for completion of such portion of
the work under the contract as is not terminated;
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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 eYtent, if any, directed by the Engineer�
a. the fabricated or unfabricated parts, work in process, completed work,
supplies and other material produced as a part of, or acquired in
connection with the performance of, the work terminated by the notice
of termination; and
b. 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 Owner.
complete performance of such part of the work as shall not have been terminated by
the notice of termination; and
6. take such action as may be necessary, or as the 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.
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At a time not later than 30 days after the termination date specified in the notice of
, termination, the Contractor may submit to the Engineer a list, certified as to quantity
and guality, of any or all items of termination inventory not previously disposed of,
exclusive of 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 conect the list as submitted,
shall be made prior to final settlement.
C7-7 (9)
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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 shall be
conclusively deemed waived.
AMOLTNTS: Subject to the provisions of Item C7-7.16(C), the Contractor and Owner
may agree upon the whole or any part of the amount or amounts to be paid to the
Contractor by reason of the total or partial termination of work pursuant hereto;
provided, that such agreed amount or amounts shall never exceed the total contract
price as reduced by the amount of payments otherwise made and as further reduced by
the contract price of work not terminated. The contract shall be amended accordingly,
and the Contractor shall be paid the agreed amount. No amount shall be due for lost
or anticipated profits. Nothing in C7-7.16(E) hereafter, prescribing the amount to be
paid to the Contractor in the event of failure of the Contractor by reason of the
termination of work pursuant to this section, shall be deemed to limit, restrict or
otherwise determine or affect the amount or amounts which may be agreed upon to be
paid to the Contractor pursuant to this paragraph.
E. FAILURE TO AGREE: In the event of the failure of the Contractor and the Owner to
agree as provided in C7-7. 16 (D) upon the whole amount to be paid to the Contractor
by reason of the termination of work pursuant to this section the Owner shall
determine, on the basis of information available to it, the amount, if any, due to the
Contractor by reason of the termination and shall pay to the Contractor the amounts
determined. No amount shall be due for lost or anticipated profits.
F. 1��'pIJCTIONS: In arriving at the amount due the contractor under this section, there
shall be deducted (a) all unliquidated advance or other payments on account
theretofore made to the Contractor, applicable to the terminated portion of this
contract; (b) any claim which the Owner may have against the Contractor in
connection with this contract; and (c) the agreed price for, or the proceeds of sale of,
any materials, supplies or other things kept by the Contractor or sold, pursuant to the
provisions of this clause, and not otherwise recovered by or credited to the Owner.
G. ADJCJSTMENT: If the termination hereunder be partial, prior to the settlement of the
terminated portion of this contract, the Contractor may file with the Engineer a request
in writing for an 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
C7-7 (10)
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� 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
' the 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 for default or breach of contract by
� Contractor.
� C7-7.17 SAFETY METHODS AND PRACTICES: The Contractor shall be responsible for
, initiating, maintaining, and supervising all safety precautions and programs in connection with
the work at all times and shall assume all responsibilities for their enforcement.
� The Contractor shall comply with federal, state, and local laws, ordinances, and regulations so
as to protect person and property from injury, including death, or damage in connection with
, the work.
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PART C - GENERAL CONDITIONS
C8-8 MEASUREMENT AND PAYMENT
� SECTION C8-8 MEASUREMENT AND PAYMENT
� C8-8.1 MEASUREMENT OF OUANTITIES: The determination of quantities of work
performed by the contractor and authorized by the Contract Documents acceptably completed
� under the terms of the Contract shall be made by the Engineer, based on measurements made
by the Engineer. These measurements will be made according to the United States Standard
Measurements used in comrnon 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 �roposal 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 expense,
bond, insurance, patent fees, royalties, risk due to 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.
C$-8.3 LUMP SUM: When in the Proposal a"Lump Sum" is set forth, tlie said "Lump Sum"
� shall represent the total cost for the Contractor to furnish all labor, tools, materials, machinery,
equipment, appurtenances, and shall subsidiary work necessary for the construction and
completion of all the work to provide a complete and functional item as detailed in the Special
!II Contract Documents and/or Plans.
C8-8.4 SCOPE OF PAYMENT: The Contractor shall receive and accept 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 fro the action of the elements, for any
, unforseen defects or obstructions which may arise or be encountered during the prosecution of
the work at any time before its final acceptance by the Owner, (except as provided in paragraph
e CS-5.14) for all risks of whatever description connected with the prosection of the work, for all
expense incurred by or in consequence of suspension or discontinuance of such prosecution of
the working operations as herein specified, or any and all infringements of patents, trademarks,
1 copyrights, or other legal reservations, and for completing the work in an acceptable manner
according to the terms of the Contract Documents.
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C8-8 (1)
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The payment of any current or partial estimate prior to final acceptance of the work by the
Owner shall in no way constitute an acknowledgment of the acceptance of the work, materials,
or equipment, nor in any way prejudice or affect the obligations of the Contractor to repair,
correct, renew, or replace at his own and proper expense an defects or imperfections in the
construction or in the strength or quality of the material used or equipment or machinery
furnished in or about the construction of the work under contract and it appurtenances, or any
damage due or attributed to such defects, which defects, imperfection, or damage shall have
been discovered on or before the final inspection and acceptance of work or during the one year
guaranty period after final acceptance. The Owner shall be the sole judge of such defects,
imperfections, or damage, and the Contractor shall be liable to the Owner for failure to correct
the same as provided herein.
C8-8.5 PARTIAL ESTIMATE AND RETAINAGE: Between the lst and Sth day of each
month the Contractor sha11 submit to the Engineer a statement showing an estimate of the value
of the work done during the previous month, or estimate period under the Contract Documents.
Not later than the l Oth day of the month the Engineer shall verify such estimate , and if it is
found to be acceptable and the value of work performed since the last partial payment was made
exceeds one hundred dollars ($100.00) in amount, 90% of such estimated sum will be paid to
the Contractor if the total contract amount is less than $400,000, or 95% of such estimate sum
will be paid to the Contractor if the total contract amount is $400,000 or greater within twenty-
five (25) days after the regular estimate period. The City will have the option of preparing
estimates on forms furnished by the City. The partial estimate may include acceptable
nonperishable materials delivered to the work which are to be incorporated into the work as a
permanent part thereof, but which at the time of the estimate have not been installed. (Such
payment will be allowed on a basis of 85% of the net invoice value thereof.) The Contractor
shall furnish the Engineer such information as he may request aid 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 rendered
following the discovery of an error in any previous estimate, and such estimate sha11 not, in any
respect, be taken as an admission of the Owner of the amount of work done or of the quality of
sufficiency, or as an acceptance of the work done or the release of the Contractor of any of his
responsibilities under the Contract Documents.
The City reserves the right to withhold the payment 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 contracts.
C8-8 (2)
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C8-8.7 FINAL ACCEPTANCE: Whenever the improvements provided for by the Contract
Documents shall have been completed and all requirements of the Contract Document 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 o�cials 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
will 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.
C8-8.8 FINAL PAYMENT: Whenever all 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
necessary measurements, computations, and checks can be made.
All priar estimates upon which payment has been made are subject to necessary corrections or
revisions in the final payment.
The amount of the final estimate, less previous payments and any sum that have been deducted
� or retained under the provisions of the Contract Documents, will be paid to the Contractor
-� within 60 days after final acceptance by the Owner on a proper resolution of the City Council,
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provided the Contractor has furnished to the Owner satisfactory evidence of payment as follows:
� Prior to submission of the final estimate for payment, the Contractor shall execute an affidavit,
as furnished by the City, certifying that all persons, firms, associations, corporations, or other
organizations furnishing labor and/or materials have been paid in full, that the wage scale
� established by the City Council in the City of Fort Worth has been paid, and that there are no
claims pending for personal injury and/or damages.
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The acceptance by the Contractor of the last or final payment is aforesaid shall operate as and
shall release the Owner from all claims or liabilities under the Contract for anything done or
furnished or relating to the work under Contract Documents or furnished or relating to the work
under Contract Documents or any act or neglect of said City relating to or connected with the
Contract.
The making of the final payment by the Owner shall not relieve the Contractor of any
guarantees or other requirements of the Contract Documents which specifically continue
thereafter.
C8-8.9 ADEOUACY OF DESIGN: It is understood that the Owner believes it has employed
competent Engineers and designers to prepare the Contract Document and all modifications of
the approved Contract Documents. It is, therefore, agreed that the owner shall be responsible
for the adequacy of its own design features, sufficiency of the Contract Documents, the safety
C8-8 (3)
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of the structure, and the practicability of the operations of the completed project, provided the
Contractor has complied with the requirements of the said Contract Documents, all approved
modifications, thereof, and additions and alterations thereto approved in writing by the Owner.
The burden of proof of such compliance shall be upon the Contractor to show that he has
complied with the said requirements of the Contract Documents, approved modifications
thereof, and all approved additions and alterations thereto.
C8-8.10 GENERAL GUARANTY: Neither the final certificate of payment nor any provision
in the Contract Documents nor partial or entire occupancy or use of the premises by the Owner
shall constitute an acceptance of work not done in accordance with the Contract Documents or
relieve the Contractor of liability in respect to any express warranties or responsibility for faulty
materials or workmanship. The Contractor shall remedy any defects or damages in the work
and pay for any damage to other work resulting therefrom which shall appear within a period
of one full year from the date of final acceptance of the work unless a longer period is specified
and shall 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 observed defects with reasonable promptness.
C8-8.11 SUBSIDIARY WORK: Any and all work specifically governed by documentary
requirements for the project, such as conditions imposed by the Plans, the General Contract
Documents or these Special Contract Documents, in which no specific item for bid has been
provided for in the Proposal, shall be considered as a subsidiary item of work, the cost of which
shall be included in the price bid in the Proposal, for each bid item. Surface restoration, rock
excavation and cleanup are general items of work which fall in the category of subsidiary work.
CS-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 materials shall be used only when directed by the Engineer, depending on field
conditions. Payment for miscellaneous placement of material will be made for only that amount
of material used, measured to the nearest one-tenth (1/10) 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.
C8-8.13 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.
C8-8 (4)
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SECTION C-1
SUPPLEMENTARY CONDITIOl�TS
TO SECTION C
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SECTION C1: SUPPLEMENTARY CONDTIONS TO SECTION C
General
These Supplementary Conditions amend or supplement the General Conditions of the
Contract and other provisions of the Contract Documents as indicated below. Provisions
which are not so amended or supplemented remain in full force and affect.
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 (MBV� and/or a
Women Business Enterprise (WBE) on the contract and payment therefore. Contractor
fiuther agrees to permit an audit and / or �examination of any books, records or files in its
possession that will substantiate the actual wor performed by an MBE and / or WBE.
The misrepresentation of facts (other than negligent misrepresenta.tion) 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 under appropriate
federal, state or local laws or ordinances relating to false statements; further, any such
misrepresentation (other than a negligent misrepresentation) and / or commission of fraud will
result in the Contractor being determined to be irresponsible and barred from
participating in City work for a time of not less than three (3) years.
Part C- General Conditions: C3-3.7 Bonds, the paragraph after subparagraph d. Change
the paragraph to read as follows:
D "No sureties will be accepted by the Owner which are at the time in default or
delinquent in 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
D surety to 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 Acceptalbe Sureties {Circular 870}, or (2) the surety must have capital and
D , surplus equal to ten (10) times the amount for the bond. The surety must be
licensed to business in the State of Texas. The amount of tlie 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
reinsurance must be authorized, accredited or trusted to do business in Texas".
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Section C8-8.5 should deleted in its entirety and replaced with the following:
Partial pay estimates shall be submitted by the Contractor or prepared by the City
on the Sth day and 20th day of each month that the work is in progress. The
estimate shall be processed by the City on the l Oth day and 25th day respectfully.
Estimates will be paid within 25 days following the end of the estimated 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 estima#e ha.ve not been so installed. If such materials are included within
a pay estimate, payment shall be based upon 85% of net voice value thereof.
The Contractor will furnish the Engineer such information as may be reasonably
requested to aid in the Engineer such information as may be reasonably
requested to aid in the verification or the preparation oi the pay estimate. .
For contracts less than $400,000 at the time of execution, retainage shall be ten
percent (10%). For contracts of $400,000 or more at the time of execution,
retainage sha11 be five percent (5%).
Contractor shall pay subcontractors in accord with the subcontract agreement
within five (5) business days after receipt by Contractor of the payment by the
City. Contractor's failure to make the required payments to subcontractors will
authorize the City to withhold future payments from the Contractor until
compliance with this paragraph is accomplished.
It is understood that the pay estimates will be approximate only, and all
partial pay estimates and payment of same will be subject to correction in the
estimate rendered following the discovery of the mistake in any previous estimate.
Payment 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 responsibilities under the Contract Documents.
The City reserves the right to withhold the payment of any partial estimate if the
Contractor fails to perform the work in the strict accordance with the specifications or
other provisions or other provisions of this contract.
Part C- General Conditions: Paragraph C3-3.11: Delete subparagraph a.
Part C- General Conditions: Paragraph C3-3.11: Delete subparagraph g
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PART D
SPECIAL CONDITIONS
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PART D - SPECIAL CONDITIONS
D-1 AWARD OF CONTRACT ..............................................................................................SC-3
D-2 SUBMISSION OF CONTRACT DOCUMENTS ..............................................................SC-3
D-3 GENERAL .....................................................................................................................SC-4
D-4 TAX EXEMPTIONS_ ....:........................................................................:.........................S.C-5
D-5 PROJECT DESIGNATION ............................................................................................SC-6
D-6 EQUAL EMPLOYMENT PROVISIONS .........................................................................�C-6
D-7 PRE-CONSTRUCTION CONFERENCE .......................................................................SC-6
D-8 COORDINATION MEETINGS .......................................................................................SC-6
D-9 PROJECT ABANDONMENT .........................................................................................SC-6
D-10 BREAKDOWN OF BID PROPOSAL .............................................................................S.C-6
D-11 INDEMNIFICATION ........................................�.............................................................S,C-6
D-12 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW .................SC-6
D-13 MINORITY AND WOMENS BUSINESS ENTERPRISE (M/WBE)COMPLIANCE.........SC-9
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D-�15 SUBSIDIARY WORK ..................�...............................:..........: .......SC-11
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D-16 WAGE RATES ............................................................................................................S�-11
D-17 EASEMENTS AND PERMITS ...................................................:................................:SC-12
D-18 COORDINATION WITH FORT WORTH WATER DEPARTMENT ..............................SC-13
D-19 DAMAGE TO PRIVATE PROPERTY ..........................................................................3C-13
D-20 SHOP DRAWINGS .....................................................................................................S.C-�13
D-21 CROSSING OF EXISTING UTILITIES ........................................................................�C-13
D-22 EXISTING UTILITIES AND IMPROVEMENTS ............................................................SC-13
D-23 CONSTRUCTION TRAFFIC OVER PIPELINES .........................................................SC-14
D-24 TRAFFIC CONTROL ..................................................................................................SC-14
D-25 PAYMENT ...................................................................................................................SC-15
D-26 DELAYS ..........................................................................................:...........................SC-15
D-27 DETOURS ...................................................................................................................SC-15
D-28 BARRICADES AND WARNING SIGNS ...................................................................... SC-16
D-29 EXAMINATION OF SITE .............................................................................................SC-16
D-30 ZONING COMPLIANCE ..............................................................................................SC-16
D-31 WATER FOR CONSTRUCTION .................................................................................SC-16
D-32 WASTE MATERIAL .................................................................................................... SC-16
D-33 CLEANUP FOR F1NAL ACCEPTANCE ......................................................................SC-16
D-34 PROPERTY ACCESS .................................................................................................SC-16
D-35 CONSTRUCTION SCHEDULE AND SEQUENCING OF WORK ................................SC-16
D-36 SAFETY RESTRICTIONS.- WORK NEAR HIGH VOLTAGE LINES ...........................SC-16
D-37 CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMS .:.................................SC-17
D-38 SANITARY FACILITIES FOR WORKERS ..............................................................:....SC-18
D-39 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC ..............................SC-18
D-40 RIGHT TO AUDIT .......................................................................................................SC-18
D-41 INCREASE OR DECREASE IN QUANTITIES .............................................................SC-19
D-42 CUTTING OF CONCRETE ..........................................................................................SC-20
D-43 PROJECT DESIGNATION SIGN ................................................................................SG20
D-44 CONCRETE SIDEWALK AND DRIVEWAY REPLACEMENT .....................................SC-20
D-45 MISCELLANEOUS PLACEMENT OF MATERIAL .......................................................SC-20
D-46 TYPE ��C„ BACKFILL ..............................................................................................:....S�C-20
D-47 CRUSHED LIMESTONE BACKFILL ....:.........................................................W............S�C-21
D-48 2:27 CONCRETE ........................................................................................................SC-21
D-49 TRENCH EXCAVATION, BACKFILL AND COMPACTION ..........................................SC-21
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PART D - SPECIAL CONDITIONS
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D-51
D-52
D-53
D-54
D-55
D-56
D-57
D-58
D-59
D-60
D-61
D-62
D-63
D=64
D-65
D-66
D-67
D-68
D-69
D-70
D-71
D-72
D-73�
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D-75
D-7�
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D-78
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D-80
80.1
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80.7
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80.9
80.10
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80.12
80.13
D-81
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D-83
D-84
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PAVEMENT REPAIR (E2-19) ......................................................................................SC-22
TRENCH SAFETY SYSTEM FOR WATER DEPARTMENT PROJECTS ONLY...SG23
SANITARY SEWER MANHOLES ..........................................................................SC-24
SANITARY SEWER SERVICES ...........................................................................S.C-27
NOTUSED .............................................................................................................S�-27
REMOVAL, SALVAGE AND ABANDONMENT OF EXISTING FACILITIES...........SC-29
DETECTABLE WARNING TAPES ........................................................................SC-31
PIPECLEANING ...................................................................................................S.C-31
BARRICADES, WARNINGS AND FLAGMEN .......................................................SC-31
DISPOSAL OF SPOIL/FILL MATERIAL .................................................................SC-31
MECHANICS AND MATERIALMEN'S LIEN ..........................................................SC-32
SUBSTITUTIONS.................................................................................................�C-32
PRECONSTRUCTION TELEVISION INSPECTION/SANITARY SEWER LINES..SC-32
VACUUM TESTING OF SANITARY SEWER MANHOLES ...................................SC-35
BYPASS FUMPING .......................:.....:............:...:......:...,..........`...............................SC�36
POST-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWERS..SC-37
SAMPLES AND QUALITY CONTROL TESTING ..................................................SC-38
TEMPORARY EROSION SEDIMENTS ANQ, WATER POLLUTION �ONTROL...SC-39
INGRESS AND EGRESS/ ACCESS TO DRIVES .................................................SC-40
PROTECTION OF TREES, PLANTS AND SOIL ................................................:..SC-40
SITERESTORATION ............................................................................................SC-40
STANDARD PRODUCT LIST ............:..........................................................,..........SC-40
STATE RE�O.LVING FUND (SRF) RE4UIREME�ITS ..............:.................�..........SC-�k1
TOPSOIL, SODDING AND SEEDING ....................................................................SC-41
CONFINED SPACE ENTRY PROGRAM ...............................................................SC-46
SUBSTANTIAL COMPLETION INSPECTION/FINAL INSPECTION .....................SC-47
EXCAVATION NEAR TREES ............................................ ..................................S.C-47
CONCRETE ENCASEMENT OF SEWER PIPE ...................................................SC-48
CLAYDAM .............................................................................................................S�-48
EXPLORATORY EXCAVATION (D-H�OLE) ........................;.................,..,....:..........SC-48
INSTALLATION OF WATER FACILITIES ..............................................................SC-48
POLYVINYL (CHLORIDE PVC) WATER PIPE ......................................................SC-48
BLOCKING .....................................................................................................:.......S�-48
TYPE OF CASING PIPE ........................................................................................SC-49
TIE-I NS ..................................................................................................................SC-49
CONNECTION OF EXISTING MAINS........� ..................................:........................SC-49
VALVE CUT-INS .................................:..............�............:......................................S,C�-50
WATER SERVICES ................:..............................................:......................�:......SC-50
2-INCH TEMPORARY SERVI�CE LINE ..................................................................SC-52
ADJUST MANHOLES AND VAULTS (UTILITY CUT) ........................................... SC-52
ADJUST WATER VALVE BOXES ...................................................................:.....�C-53
PURGING AND STERILIZATION OF WATER LINES ............................................SC-53
WORK NEAR PRESSURE PLANE BOUNDARIES ...............................................SC-53
WATER SAMPLE STATION ...........................J......................................................SC-53
SPRINKLING FOR DUST CONTROL ....................................................................SC-54
• DEWATERING ......................................................................................................S.C-54
TRENCH EXCAVATION FOR DEEP TRENCHES ::::::::::::::::::::::::::::::::::::::::::::::::SC-54 �
TREE PRUNING ................................................ S.C-55
TREEREMOVAL ..................................................................................................�C-56
SC-2
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PART D -'SPECIAL CONDITIONS
FOR: REHABILITATION OF '
FORT WORTH, TEXAS
DOE PROJECT NO. SEWER PROJECT NO.
D-1 AWARD OF CONTRACT: The City reserves the right to abandon without obligation to the
contractor, any part of the project, or the entire project, at any time before the contractor begins
any construction work authorized by the City. Award, if� made, shall be to the responsive low
bidder.
D The following shall apply for contract documents v►rith multiple units of work. Each unit represents
a separate project, each with an individual M/WBE specification and proposal section. The
proposal sections are arranged to allow prospective bidders to submit bids on one unit, some of
D 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 'finro units or more, a single set
. of contract documents consisting of ;all applicable units° will be� created and one ..single award .of
contract shall be made. The Contractor shall comply with the City's M/WBE Ordinance on each
D unit. Bidders shall submit individual and separate monthly M/WBE reports for each Unit included
in the Contract. .
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Construction time on all units will run concurrently. For situations involving approved contracts
with multiple units, the total allowable construction completion time period for all the units shall be
the same as the unit with the longest construction time period.
D-2 SUBMISSION OF CONTRACT DOCUMENTS, CONSTRUCTION START TIME AND
PRE-CONSTRUCTION SUBMITTALS: The contractor(s) shall execute and return the contract
documents to the Department of Engineering within ten (10) working days after notification by the
City.
A Pre-Construction meeting date will be established and noted in the Letter to Co�tractor. The
effective work order date will be set at the pre-construction conference.
The contractor(s) shall be required to start construction on the project no later than ten (10)
calendar working days after the� pre-construction meeting date. The City shall begin to charge
time on the project to the contractor eleven days after the pre-construction meeting date.
Per City ordinance 11923, the contractor(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 compliance contractors are strongly encouraged to submit the
executed letters of intent (with M/WBE subcontractors) at the time of submittal of the
UTILIZATION FORM or GOOD FAITH EFFORT FORM. The letter(s) must be signed by both
parties. If the contractor(s) fails to submit the letter(s) or agreement(s), the contractor(s) will not
be allowed to�begin work. Time on the project will start to accumulate at the end of the ten (10)
days as stipulated above.
Additional submittals at time of pre-construction meeting shall include (.but not limited to):
� Contractors Work Plan and Schedule
Disposal Site for Waste Material Information
Sub-Contractor ldentification
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PART D - SPECiAL C�NDITIONS
Trench� Safety Design (if required)
Confined Space Entry Program
Name and number of a responsible person for off hour emergencies
Project schedule which must reflect a project completion date to be determined by the
completion time period stipulated in the proposal section.
The pre-construction conference is intended as a forum between the contractor and the
appropriate City staff to go over the project in detail and to afford the contractor the opportunity to
submit all the required documents listed above.
If the contractor fails to submit any of the required documents, the contractor will not be allowed to
begin work artid time on the project will start to accumulate.
D-3 GENERAL:
The order or precedence in case of conflicts or discrepancies befinreen various parts -of the
Contract Documents subject to the� ruling of the Engineer shall generally, but not necessarily,
follow the guidelines listed below:
1. Plans
2. Contract Documents
3. Special Conditions
The following Special Conditions shall be applicable to this project and shall govern over any
conflicts with the General. Contract Documents under the provisions �stated above. The Contractor
shall be responsible for defects in this project due to faulty materials and workmanship, or both,
for a period of one (1) year from date of final acceptance of this project by the City Council of the
City of Fort Worth and will be required to replace at his expense any part or all of this project
which becomes defective due to these causes.
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 constructiono work
authorized by the City. Contract, if awarded, shall be as described in "Award of Contract" above.
Subject to modifications as herein contained, the Fort Worth Water Department's General
Contract Documents and General Specifications, with latest 'revisions, are made a part of the
General Contract Documents for this project. The Plans, these Special Contract Documents and
the rules, regulations, requirements, instructions, drawings or details referred to �by manufacturers
name, or identification include therein as specifying, referring or implying product control,
performance, quality, or other shall be binding upon the contractor. The specifications and
drawings shall be considered cooperative; therefore, work or material called for by one and not
shown or mentioned in the other shall be accomplished or furnished in a faithful manner as thou�h
required by all.
Any Contractor performing any work on Fort Worth water or sanitary sewer facilities must be pre-
qualified with the Water Department to perform such work in accordance with procedures
described in the current Fort Worth Water Department General Specifications, which general
specifications shall govern performance of all such work.
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PART D - SPECIAL CONDITIONS
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 �TORM DRAIN CONSTRUCTION -
CITY OF FORT WORTH
2. STANDARD SPECIFICATIONS FOR PUBLIC WORKS � CONSTRUCTION - NORTH
CENTRAL TEXAS
� A copy of either of these specifications may be purchased at the office of the Transportation and
Public Works Director, 1000 Throckmorton Street, 2nd Floor; Municipal Building, Fort Worth,
Texas 76102. The specifications applicable to each pay item are indicated by the call-out for the
� pay item by the designer. If not shown, then applicable published specifications in either of these
documents may be followed at the discretion of the Contractor. General Provisions shall be those
"'of the Fort Worth �locument rather than Division 1 of the �lorth Central Texas document. �
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Bidders shall not separate, detach or remove any portion, segment or sheets from the
contract document at any time. Failure to bid or fully execute contract withoWt retaining
contract documents intact may be grounds for designating bids as "non-responsive" and
rejecting bids or voiding contract as appropriate as determined by the City Engineer.
INTERPRETATION AND PREPARATION OF PROPOSAL:
A. DELIVERY OF PROPOSAL: No proposal will be considered unless it is delivered,
accompanied by its proper Bid Security, to the Purchasing Manager or his representative at
the official location and stated time set forth in the "Notice to Bidders". It is the Bidder's sole
responsibility to deliver the proposal at the proper time to the proper place. The mere fact that
a proposal was dispatched will not be considered. The Bidders must have the proposal
actually delivered. Each proposal shall be in a sealed envelope plainly marked with the word
"PROPOSAL", and the name or description of the project as designated in the "Notice to
Bidders". The envelope shall be addressed to the Purchasing Manager, City of Fort Worth
Purchasing Division, PO Box 17027;�ort Worth, Texas 76102.
B. WITHDRAWING PRSJPOSALS: Proposals actually filed with the Purchasing Managercannot
be withdrawn prior to the time set for opening proposals. A request for non-consideration of a
proposal must be made in writing, addressed to the City Manager, anct filed with him prior to
the time set for the opening of proposals. A�ter all proposals not requested for non-
consideration are opened and publicly read aloud, the proposals for which non-consideration
requests have been properly filed �, at the option of the Owner be returned unopened.
C. TELEGRAPHIC MODIFICATION OF PROPOSALS: Any bidder may modify his proposal by
telegraphic communication at any time prior to the time set for opening proposals, provided
such telegraphic communication is received by the Purchasing Manager prior to the said
proposal opening time, and provided further, that the City Manager is satisfied that a written
and duly authenticated confirmation of such telegraphic communication over the signature of
the bidder was mailed prior to the proposal opening time. If such confirmation is not received
within forty-eight (48) hours after the proposal opening time, no further consideration will be
given to the proposal. '
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PART D - SPECIAL CONDITIONS
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D-4 TAX EXEMPTIONS: This contract is issued by an organization which qualifies for
exemption pursuant of the provisions of Article 20.04(F) of the Texas Limited Sales, Excise and
Use Tax Act. All equipment and materials not consumed by or incorporated into the project
construction, are subject to State sales tax under House Bill 11, enacted August 15, 1991. All
such taxes shall be included in the various amounts on the Proposal Form. The successful Bidder
shall be required to submit a breakdown between labor and-material costs prior to execution of the
contract.
D-5 PROJECT DESIGNATION: Construction under these Special Documents shall be
performed under the Project Designation: Project No. PS46-07046410260
D-6 EQUAL EMPLOYMENT PROVISIONS: Contractor shall comply with City Ordinance
Number 7278 as amended by City Ordinance Number 7400 (Fort Worth City Code Sections 13-A-
21 through 12-A-29).prohibiting.discrimination in employment practices.
The Contractor shall post the required notice to that effect on the project site, and at his request,
will be provided assistance by the City of Fort Worth's Equal Employment Officer who will refer
any qualified applicant he may have on file in his office to the Contractor. Appropriate notices may
be acquired from `the Equal Employment Officer. �
D-7 PRE-CONSTRUCTION CONFERENCE: Before the project work order is issued, a pre-
construction conference shall be held with representatives of the following agencies present: City
Engineering Department, City Water Department, City Public Works Department, other interested
City Departments (such as Traffic), interested utility companies (such as gas, telephone, and
electric), Design Engineer and the successful Contractor. �Contractor shall submit a,schedule of
operations at the pre-construction conference.
D-8 COORDINATION MEETINGS: For coordination purposes, weekly meetings at the job site
may be required to maintain the project on the desired schedule. The Contractor shall be present
at all meetings.
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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, or the entire project, at any time before the Contractor
begins any construction work authorized by the City.
D-10 BREAKDOWN OF BID PROPOSAL: When requested by the Engineer, the Contractor
shall furnish a cost breakdown of those bid items shown in the Proposal as lump sum items. This
information is for use in the �preparation of a recommendation to the City for award of contract.
D-11 INDEMNIFICATION: The Contractor agrees to fully indemnify and save whole and
harmless the City, Owner and Engineer from all costs or damages arising out of any real or
asserted claim or cause of action against it of any kind or character and in addition from any and
all costs or damages arising out of any wrongs, injuries, demands or suits for damages, either real
or asserted, claimed against it that may be occasioned by any act, omission, neglect or
misconduct of the said Contractor, his agents, servants and employees. The Contractor further
agrees to comply with all applicable laws, regulations, ordinances, building and construction codes
of the City of Fort Worth and State of Texas and with any regulations for the protection of workers
which may be promulgated by the Government and shall protect such work with all necessary
��z�s�� �� SC-6
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PART D - SPECIAL CONDItIONS
lights, barriers, safeguards and warnings as are p�ovided for in said specifications and in the
ordinances of said City.
D-12 �ONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW:
A. Definitions:
1. Certification of coverage ("certificate"). A copy of a certificate of insurance, a certificate of
authority to self-insure issued by the commission, or a coverage agreement (TWCC-81,
TWCC-82, TWCC-83, or TWCC-84), showing statutory workers' compensation insurance
coverage for the person's or entity's employees providing services on a project, for the
duration of the project.
D 2. Duration of the project - includes the time from the beginning of the work on the project
until the contractor's/person's work on the project has been completed and accepted, by
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3. Persons providing services on the project ("subcontractor" in §406.096)- includes all
persons or entities performing all or part of the services the contractor has '�ndertaken to
perform on the project, regardless of whether that person contracted directly with the
contractor and regardless of whether that person has employees. This includes, without
limit�tion, independent contractors, subcontractors, leasing companies, motor carriers,
owner operators, employees of any such entity, or employees of any entity which furnishes
persons to provide services on the project. "Services" include�, without limitation, providing,
hauling, or delivering equipment or materials, or providing labor, transportation, or other
services related to a project. "Services" does not include activities unrelated to the project,
such as food/beverage vendors, office supply deliveries, and delivery of portable toilets.
B. The Contractor shall provide coverage, based on proper reporting of classification codes and
pay.roll amounts and filing of any coverage agreements, which meets the statutory
requirements of Texas Labor Code, Section 401.011(44) or all employees of the Contractor
providing services on the project, for the duration of the project.
C. The Contractor must provide a certificate of coverage to the governmental entity prior to being
awarded the contract. �
�D. If the coverage period shown on the contractor's current certificate of coverage ends during
the duration of the project, the contractor must, prior to the end of the coverage period, file a
new certificate of coverage with the governmental entity showing that coverage has been
extended.
E. The Contractor shall obtain from each person providing services on a project, and provide the
governmental entity:
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A certificate of coverage, prior to that person beginning work on the project, so the
governmental entity will have on file certificates of coverage showing coverage for all
persons providing services on the project; and
No later than seven days after receipt by the contractor, a new certificate of coverage
showing extension of coverage, if the coverage period shown on the current certificate of
coverage ends during the duration of the project.
SCi-7
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PART D - SPECIAL COND1710NS
F. The contractor shall retain all required certificates of coverage for the duration of the p�oject
and for one year thereafter.
G. The contractor shall notify the governmental entity in writing by certified mail or personal
delivery, within ten (10) days after the contractor knew or should have known„ of any change
that materially affects the provision of coverage of any person providing services on the
project.
H. The contractor shall post on each project site a notice, in the text, form and manner prescribed
by the Texas �Worker's Compensation Commission, informing all persons providing services
on the project that they are required to be covered, and stating how a person• may verify
coverage and report lack of coverage.
I. ' The contractor shall contractually� require each person with whom i� contr2cts to provide
services on a project, to:
1: Provide coverage, based on proper reporting on ,classification �codes and payroll amounts
and filing of any coverage agreements, which meets the statutory requirements of Texas
Labor Code, Section 401.011(44) for all of its emplbyees providing services on the project,
for the duration of the project;
2. Provide to the Contractor; prior to that person beginning work on the project, a certificate of
coverage showing that coverage is being provided for all employees of the person
providing services on the project, for the duration of the project;
3. Provide the Contractor, prior to the end of the coverage period, a new certificate of
coverage showing extension of coverage, if the coverage period shown on the current
certificate of coverage ends during the duration of the project;
4. Obtain from each other person with whom it contracts, and provide to the Contractor:
a.) A certificate of coverage, prior to the other person beginning work on the project; and
b.) A new certificate of coverage� showing extension of coverage, prior to the end of the
coverage period, if the coverage period shown on ttie cur�ent certificate of coverage
ends during the duration of the project.•
5. Retain all required certificates of coverage on file for the duration of the project and for one
year thereafter. .
6. Notify the governmental entity in writing by certified mail or personal delivery, within ten
(10) days after the person knew or should have known, of any change that materially
affects the provision of coverage of any person providing services on the project; and
7. Contractually require each person with whom it contracts, to perform as required by
paragraphs (1)-(7), with the certificates of coverage to be provided to the person for whom
they are providing services.
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PART D - SPECIAL CONDITIONS
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8. By signing this contract or providing or causing to be provided a certificate of.coverage, the
contractor is representing to the governmental entity that all employees of the contractor
who will provide services on the project will be covered by worker's compensation
coverage for the duration of the project, that the coverage will be based on proper
reporting of classification codes and payroll amounts, and that all coverage agreements
will be filed with the appropriate insurance carrier or, in the case of a self-insured, with the
commission's Division of Self-Insurance Regulation. Providing false or misleacling
information may subject the contractor to administrative, criminal, civil penalties or other
civil actions.
9. The contractor's failure to comply with any of these provisions 'is a breach of contract by
the contractor which entitles the governmental entity to declare the contract void if the
contractor does not remedy the breach within ten days after receipt of notice of breach
from the. governmental entity. .
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 to provide cove�age. This notice does not satisfy other
posting requirements imposed by the Texas Worker's Compensation Act or other Texas
Worker's Compensation Commission rules. This notice must be printed with a title in at least
30 point bold type and tex't in at least 19 point normal type, and shall be in both English and
Spanish and any other language common to the worl�er population. The text for the notices
shall be the following text, without any additional words or changes: -
"REQUIRED WORKER'S COMPENSATION COVERAGE
The law requires that each person working on this site or providing services related to this
construction project must be covered by workers' compensation insurance. This includes
persons providing, hauling, or delivering equipment or materials, or providing labor or
transportation or other service related to the project, regardless of the identity of their
employer or status as an employee."
Call the Texas Worker's Compensation Commission at (512)440-3789 to receive information
on the legal requirement for coverage, to verify whether your employer has provided the
required coverage, or to report an employer's failure to provide coverage".
D-13 MINORITY dND WOMENS BUSINESS ENTERPRISE (M/WBE) COMPLIANCE: In
accordance with 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.
The Ordinance is incorporated in these specifications by reference. A copy of the Ordinance may
be obtained from the Office of the City Secretary. Failure to comply with the ordinance shall be a
material breach of contract.
� The M/WBE UTILIZATION FORM, M/WBE GOALS WAIVER FORM AND GOOD FAITH EFFORT
FORM, as applicable, must be submitted within five (5) city business days after bid opening.
Failure to comply shall render the bid non-responsive.
� Upon request, contractor agrees to provide the City complete and accurate information regarding
actual work performed by a Minority or Women Business Enterprise (M/WBE) on the contract and
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PART D - SPECIAL CONDITIONS
payment thereof. Contractor further agrees to permit an audit and/or examination of any books,
records or files in its possession that will substantiate the actual work perFormed by an MBE
and/or WBE. The misrepresentation of acts (other than a negligent misrepresentation) and/or the
commissiqn of fraud by the Contractor will be grounds for termination of the contract and/or
initiatinq action under appropriate federal, state, or local laws or ordinances relating to false
statement. Further, any such misrepresentation (other than a negligent misrepresentation) and/or
commission of fraud will result in the Contractor being determined to be irresponsible and barred
from participating in City work for a period qf time of not less than three years.
The City will consider the contracto�'s performance regarding its M/WBE program in the evaluation
of bids. Failure to comply with the City's M/WBE Ordinance, or to demonstrate "good faith effort",
shall resi�lt in a bid being rendered non-responsive to specifications.
Contractor shall provide copies of subcontracts or co-signed.. letter� of intept with approved
M/WBE subcantractors prior to issuance of tHe Notice to Proceed. Contractor shall �also provide
monthly reports on utilization of the subcontractors to the City's M/WBE office.
The Contractor may count first and second tier subcontractors and/or suppliers toward meeting
the goals. The Contractor may count toward its goal a portion of the total dollar amount of the
contract with a joint venture equal to the percentage of the M/WBE participation in the joint venture
for a clearly defined portion of the work to be performed. All M/WBE contractors used in meeting
the goals must be certified prior to the award of the Contract. The M/WBE contractor(s) must be
certified by either the North Central Texas Regional Certification Agency (NCTRCA) or Texas
Department of Transportation (TxDOT), Highway Division and must be located in the nine (9)
county marketplace at time� of bid. The Contractor shall contact all such M/WBE subcontractors or
suppliers prior to listing them on the M/WBE utilization or good faith effort forms as applicable.
Failure to contact the listed M/WBE subcontractor or supplier prior to bid opening may result in the
rejection of bid as non-responsive.
Whenever a change order affects the work of an M/WBE subcontractor or supplier, the M/WBE
shall be given an opportunity to perform the work. Whenever a change order exceeds 10% of the
original contract, the M/WBE coordinator shall determine the goals applicable to the work to be
performed under the change order.
During the term of the contract the contract shall:
1. Make no unjustified changes or deletions in it's MNVBE participation cQmmitments
submitted with or subsequent to the bid, and,
2. If substantial subcontracting and/or substantial supplier opportunities arise during the term
of the contract which the contractor had represented he would perform with his forces, the
contractor shall notify the City before subcontracts or {�urchase orders are let, and shall be
required to.comply with modifications to goals as determined by the City, and ,
3. Submit a R�QUEST FOR APPROVAL OF CHANGE FORM, if the contractor desires to
change or delete any of the M/VVBE subcontractors or suppliers. Justification for change
may be granted for the followirig: .
�ys�a SC-10
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PART D - SPECIAL CONDII'IONS
a. Failure of Subcontractor to provide evidence of coverage by Worker's Compensation
Insurance. •
Db. Failure of Subcontractorto provide required general liability of other"insurance.
c. Failure of Subcontractor to execute a standard subcontract form in the amount of the
� proposal used by the Contractor in preparing his M/WBE Participation plan.
d. Default by the M/WBE subcontractor or supplier in the performance of the
subcontractor.
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V�lithin ten (10) days after final payment from the City, the contractor shall provide the
M/WBE Office with documentation to reflect final participation of each subcontractor and
supplier used on the project, inclusive of M/WBEs.
D-14 OMIT
D-15 SUBSIDIARY WORK: Any and all work specifically governed by documentary
requirements for the project, such as conditions imposed by the Plans, the General Contract
Documents or these Special Contract Documents, in which no specific item for bid has been
provided for in the Proposal, shall be considered as a subsidiary item of work, the cost of which
shall be included in the price bid in the Proposal for each bid item. Surface restoration, removal
and replacement of fencing, and cleanup are general items of work which fall in the category of
subsidiary work.
� D-16 WAGE RATES: The labor classifications and minimum wage rates set forth herein have
been predetermined by the City Council of the City of Fort Worth, Texas, in accordance with
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)
� CITY OF FORT WORTH
HIGHWAY CONSTRUCTION
PREVAILING WAGE RATE FOR 1995
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CLASSlFICATION
Air Tool Operator
Asphalt Raker
Asphalt Shoveler
Batching Plant Weigher
Batterboard Setter
Carpenter
Concrete F�nisher (PA�
Concrete Finisher (STRS)
Concrete Rubber
Electrician
Flagger
Form Builder (STRS)
RATE
CLASSIFICATION
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
Form Liner
Form Setter (Pav & Curb)
Form Setter (Structures)
Laborer, Common
Laborer, Utility
Mechanic
Oiler
Servicer
Piledriver
Pipelayer
Blaster
$8.913
$8.686
$8.427
$6.402
$7.461
$10.658
$8.698
$8.104
$7.500
$8.509
$11.333
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PART D - SPECIAL CONDITIONS
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CLA�SIFICATION RATE
CLASSIFICATION
RATE 0
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POWER EQUIPMENT OPERATORS
Asphalt Distributor $8.404
Asphalt Paving' Machine $9.053
Broom or Sweeper Operator $7.908
Bulldozer, 150 HP or Less $8.763
Bulldozer, Over 150 HP $9.160
Concrete Paving Curing Mach.$8.213
Concrete Pav Finishing Mach..$9.453
Concrete Paving Form Grader$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 Machine $9.000
Crane, Clamshell, Backhoe,
Derricic, 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
(Truck Mounted) $11.138
Foundation Drill Opr Helper
Front Ent Loader
(2'/2 CY or Less) • $8.823
Front Ent Loader �
(Over 2'/Z CY) $9.311
Hoist (Double Drum & Less) $8.917
Milling Machine Operator $6.650
Mixer (Over 16 CF) $9.000
Mixer (16 CF & Less) $7.913
Mixer - Concrete Paving $9.500
Motor Grader Operator
(Fine Grade) $10.346
Motor Grader Operator $9..891
Pavement Marking Machine $6.402
Posthole Driller Operator $9.000
Roller, Steel Wheel
(Plant-Mix Pavements)
Roller, Steel Wheel
(Flatwheel or Tamping)
Roller, Pneumatic Self-Pro
Scraper - 17 CY & Less
Scraper - Over 17 CY
Side Boom
Tractor - Crawler Type
(150-HP & Less)
Tractor - Crawler Type
(Over 150 HP)
Tractor - Pneumatic
Traveling Mixer
Trenching Machine - Light
Trenching Machine - Heavy
Wagon-Drill, Boring Machin
Reinforcing Steel Setter
(Paving)
Reinforcing Steel Setter
(Structural)
Steel Worker - Structural
Sign Erector
Spreader Box Operator
Barricade Servicer Zone Wk
Mounted Sign Installer
:(Permanent Ground)
Truck Driver - Single Axle
(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
$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
$7.465
$8.067
$7.816
$9.653
$7.507
$8.200
$7.000
$10.459
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PART D - SPECIAL CONDITIONS
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
prope�ties where construction activity is necessary on City owned facilities, such as sewer lines or
manholes. For locations where the City was unable to obtain the easement. or right-of-entry, it
shall be the Contractor's responsibility to obtain the, agreement prior to beginning work on subject
property. This shall be subsidiary to the contract. The agreements which the City has obtained
are available to the Contractor for review by contacting the plans desk at the Department of
Engineering, City of Fort Worth. Also, it shall be the responsibility of the Contractor to obtain
written permission from property owners to perForm such work as cleanout repair and sewer
service replacement on private property. Contractor shall adhere to all requirements of Paragraph
C6-6.10 of the General Contract Documents. The Contractor's attention is directed to the
agreement terms along with any special conditions that may have been imposed on these
agreements,�by the property owners.,
The easements and/or private property shall be cleaned up after use and restored to its original
condition or better. In event additional work room is required by the Contractor, it shall be the
Contractor's responsibility `to obtain written permission from the property owners involved for the
use of additional property required. No additional payment will be allowed for this item.
D-18 COORDINATION WITH FORT WORTH WATER DEPARTMENT: During the.construction
D of this project, it will be necessary to deactivate, for a period of time, existing lines. The Confractor
shall be required to coordinate with the Water Department to determine the best times for
deactivating and activating those lines.
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D-19 DAMAGE TO PRIVATE PROPERTY: The Contractor shall immediately repair or replace
any damage to private property, including but not limited to fences, walls, pavement and water
and sewer services, at no cost to the Owner. This shall be subsidiary to the contract and not a
separate pay item.
� D-20 SHOP DRAWINGS: Shop drawings shall be submitted by the Contractor to the
Construction Engineer, for all equipment and materials for this project. Shop drawings shall be
submitted in quintuple (5) and two (2) shall be returned to the Contractor.
DShop drawings must be approved by the Engineer prior to the start of work.
� D-21 CROSSING OF EXISTING UTILITIES: Where a proposed water line crosses over a
sanitary sewer or sanitary sewer service line and/or proposed sewer line crosses over a water line
and the clear vertical distance is less than 9 feet barrel to barrel, the sanitary sewer or sanitary
D sewer service line shall be made water tight or be constructed of ductile iron pipe. The required
length of� replacement shall be determined by the Engineer. The material for sanitary sewer mains
and sanitary sewer laterals shall be Class 51 Ductile Iron Pipe with polyethylene wrapping. The
D material fQr sanitary sewer service lines shall be extra strength cast iron soil pipe with
polyethylene wrapping. Adapter fittings shall be a urethane or neoprene coupling ASTM C-425
with series 300 stainless steel compression straps.
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Payment for work such as backfill, fittings,.tie-ins and all other associated appurtenances required,
shall be included in the linear foot price of the appropriate bid item.
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PART D -� SPECIAL CONDITIONS
D-22 EXISTlNG UTILITIES AND IMPROVEMENTS: The plans show the locations of all known
surface and subsurface structures. However, the Owner assumes no responsibifity for failure to
show any or all of these structures on the Plans, or to show �hem in their exact location. It is
mutually agreed that such failure sha�'11 not be considered sufficient basis for claims for additional
compensation for extra work or for increasing the pay quantities in any manner whatsoever.
The CQntractor shall be responsible for yerifying the locations of and protecting all existing utilities,
service lines, or other property exposed by his construction operations. Contractor shall make all
necessary provisions for the support, protection, relocation, and/or temporary relocation of all
utility poles, gas lines, telephone cables, utility services, water mains, sanitary sewer lines,
electrical cables, drainage pipes, and all other utilities and structures both above and below
ground during construction. The Contractor is liable for all° damages done to such existing
facilities as a result of his opera�ions 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. '
1Nhere existing utilities or service lines are cut, broken or damaged the Contractor shall replace or
repair the utilities or service lines with the same type of original material and construction, or
better, unless otherwise shown or noted on the plans, at his own cost and expense. The
Contractor shall immediately notify the Owner of the damaged utility or service line. He shall
cooperate with the Owners of all utilities to locate existing underground facilities and notify the
Engineer of any conflicts in grades and alignment.
Any and all permanent structures such as parking lot surface, fencing, and like'structures 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 t�heir property that may be made necessary by performance of
this contract.
The utility lines and conduits shown ori the plans are for information only and are not guaranteed
by the City of the Engineer to be accurate as to extent, location, and depth; they are shown on the
plans as the best information available ''at the time of design, from the owners of the utilities
involved and fcom ,evidences found on the ground.
D-23 CONSTRUCTION TRAFFIC OVER PIPELlNES: 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 to protect both the new line and the existing lines from these
possibly excessive loads. The Contractor shall not, at any time, cross the existing or new pipe
with a truck delivering new pipe to the site. Any damage to the existing or new pipe will be
repaired or replaced by the Contractor, at the Contractor's expense, to the satisfaction of the City.
In locations where it is not permissible to cross the existing or proposed pipes without additional
protection the Contractor may elect to provide additional protection of the pipes so -that more
frequent crossings of the pipes are allowed. It still is, however, the responsibility of the Contractor
to repair any damage to the existing or proposed lines, if the damage results from any phase of
his construction operation. .
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PART D - SPECIAL CONDITIONS
D-24 TRAFFIC CONTROL: The Contractor shall be responsible for providing traffic control
during the construction of this project consistent with the provision set forth in the "1980 Texas
Manual on Uniform Traffic Control Devices for Streets and Highways" issued under the authority
of the "State of Texas Uniform Act Regulating Traffic on Highways," codified as Article 6701d
Vernon's Civil Statutes, pertinent sections being Section Nos. 27, 29, 30 and 31. In addition, the
Contractor shall comply with City of Fort Worth, Texas, February 1979, Traffic Control Handbook
for Construction and Maintenance Work Areas.
The Contractor will not remove any regulatory sign, instructional sign, street name sign or other
sign which has been erected by the City. If it is determined that a sign. must be removed to permit
required construction, the Contractor shall contact the Transportation/Public Works Department,
Signs and Markings Division, (Phone Number 871-8100) to remove the sign. In the case of
regulatory signs, the Contractor must replace the permanent sign with a temporary sign m�eting
the requirements of the above-referenced manual� and such temporary sign must� be installed prior
to the removal of the permanent sign. If the temporary sign is not installed correctly or if it does
not meet the required specifications, the pe�manent sign shall be left in place until the temporary
sign requirements are met. When construction work is �completed to the extent that the� permanent
sign can be reinstalled, the Contractor shall again contact the Signs and Markings Division to
reinstall the permanent sign and shall leave his tempo�ary sign in place until such reinstallation is
completed.
The Contractor shall furnish barricades, 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 compensatiori will be allowed.
3. The Contractor shall furnish a traffic control plan to the City at the pre-construction
meeting. The cost for traffic control shall be subsidiary to the unit prices for this project.
D-25 PAYMENT: Payment for all work and material involved in salvaging, abandoning, and/or
removing of existing facilities shall be included in th� linear foot bid price of the pipe except as
follows:
` 1. Separate payment will be made for removal of all fire hydrants, gate valves 16-inch and
larger, and sanitary sewer manholes regardles's of Iocation.
2. Payment will be made for salvaging, abandoning, and/or removing of all other existing
facilities when said facility is not being replaced in the same trench, i.e., when removal
requires a separate trenching operation.
D-26 DELAYS: The Contractor shall receive no compens�tion for delays or hindrances �o the
work, except when direct and unavoidable extra cost to the Contractor is caused by the failure of
the City to provide information or material, if any, which is to be furnished by the City. When such
extra compensation is claimed, a written statement tllereof shall be presented by the Contractor to
the Engineer, and if by him found correct, shall be ap,proved and referred by him to the Council for
final approval or disapproval; and the action thereon by the Council shall be final and binding. If
delay is caused by specific orders given by the Engineers to stop work, or by the performance of
�,�isi�e SC-15
PART D - SPEGIAL CONDITIONS
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.
D-27 DETOURS: The Contractor shall prosecute his work in such a manner as to create a
minimum of interruption to traffic and pedestrian facilities and to the flow of vehicular and
pedestrian traffic within' the project area.
D-28 BARRICADES AND WARNING SIGNS: Barricades, warning and detour signs shall
conform to the Standard Specifications "Barriers and Warning and/or Detour Signs," Item 524,
and/or as shown on the plans. Construction signing and barricades shall conform with "1980
Texas Manual on Uniform Traffic Control Devices, Vol. No. 1" or latest edition there of.
D"-z9 EXAMINATION OF'SITE: It s�iall be the responsibility of the prosp�ctive bidder to visit the
project site and make such examinations and explorations as may be necessary to determine all
conditions which may affect construction of this project. Particular attention should be given to
methods of providing ingress and egress to adjacent private and public pr�perties, procedures for
protecting existing improvements and disposition of all materials to be removed. Proper
consideration should be given to these details during the preparation of the Proposal and all
unusual conditions which may give rise to later contingencies should be brought to the attention of
the Owner prior to the submission of the Proposal.
D-30 ZONING COMPLIANCE: During the construction of this project, the Contractor shall
comply with present zoning requirements of the City of Fort Worth in the use of vacant property for
storage purposes.
D-31 WATER FOR CONSTRUCTION: Water for construction will be furnished by the
Contractor at his own expense.
D-32 WASTE MATERIAL: All waste material shall become the property of the Contractor and
shall be disposed of by the Contractor at locations approved by the Engineer. �All material shall be
disposed of in such a manner as to present a neat appearance and to not obstruct proper
drainage or to cause injury to street improvements or to abutting property.
D-33 CLEANUP FOR FINAL.ACCEPTANCE: Final cleanup wo�k shall be done for this pcoject
as soon as all construction has been completed. No more than seven days shall elapse after
completion of construction before the roadway, right-of-way, or easement is cleaned up to the
satisfaction of the Engineer. The Contractor shall make a final cleanup of all parts of the work
before acceptance by the City of Fort Worth or its representative. This cleanup shall include
removal of all objectionable rocks, pieces of asphalt or concrete and other construction materials,
and in general preparing the site of the work in an orderly manner and appearance. Final
acceptance�of the completed project work shall be given by the City of Fort Worth Department of
Engineering.
D-34 PROPERTY ACCESS: Access to adjacent property shall be maintained at all times
unless otherwise directed by the Engineer.
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PART D - SPECIAL CONDITIONS
D-35 CONSTRUCTION SCHEDULE AND SEQ�JENCING OF WORF�: �` Prior to executing the
Contract, it shall be the responsibifity of the Contractor to furnish a schedule outlining the
anticipated time for each phase of construction with starting and completion dates, including
sufficient time being allowed for cleanup.
D-36 SAFETY RESTRICTIONS - WORK NEAR HIGH VOLTAGE LINES: The following
procedures will be followed regarding the subject item on this contract:
1. A warning sign not less than five inches by seven inches, painted yellow with black letters
that are legible at twelve feet shall be placed inside and outside vehicles such as cranes,
derricks, power shovels, drilling rigs, pile drivers, hoisting equipment or similar apparatus.
The warning sign shall read as follows: "WARNING - UNLAWFUL TO OPERATE THIS
EQUIPMENT WITHIN SIX FEET OF HIGH VOLTAGE LINES."
2. Equipment that may be operated within .ten feet of high. voltage lines shall have insulating
D cage-type of guard about the boam or arm, except back hoes or dippers, and insulator
links on the lift hook connections.
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3. When necessary to work within six feet of high voltage electric lines, notification shall be
given the power company (Texas Utility Electric) who will erect temporary mechanical
barriers, de-energize the lines, or raise or lower the lines. The work done by the power
company shall not be at the expense of the City of Fort Worth. The notifying department
shall maintain an accurate log of all such calls to Texas Utility Electric, and shall record
action taken in each case.
4. The Contractor is required to make arrangements with the Texas Electric Service company
for the temporary relocation or raising of high voltage lines at the Contractor's sole cost
and expense.
5. No person shall work within six feet of a high voltage line without protection having been
taken as outlined in Paragraph (3).
D-37 CONTRACTOR'S RESPONSIBILIT1( FOR DAMAGE CLAIMS: The Contractor
covenants and agrees �o indemnify, hold harmless and defend the City, and their officers, agents
servants or employees, and/or owners of the units and lot abutting the units in this contract from
and against any and all claims for damages or injuries, including death, to any and all. persons or
property, of whatsoever kind of character, whether real or asserted, arising out of or incident to the
services relating to•the project to be performed by said Contractor, its officers, agents, servants or
employees, under the terms and conditions of this Contract, whether or not caused by negligence
on the part of the City, or their o�cers, agents, servants or employees; and said Contractor doe�
hereby covenant and agree to assume all liability and responsibility of City for injuries, claims or
suits for damages to any and all persons or property, of whatsoever kind or character, occurring
during the term of this agreement and arising out of or by reason of service, covenants or
agreements performed by said Contractor, its officers, agents, servants or employees. Contractor
likewise covenants and agrees to, and does hereby, indemnify and� hold harmless the City from
and against any and all injuries or damages to property of 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
t�8 � SC-17
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PART D - SPECIAL CONDITIONS
caused by negligence on the part of City, or their officers, agents, servants employees and/or
owners of the units and lots abutting the units in this contract.
In the event a written claim for damages against the Contractor remains unsettled at the time all
work on the project has been completed to the satisfaction of the Director for the Department of
Engineering, as evidenced by a final inspection, final payment to the Contractor shall not be
recommended by the Director of Department of Engineering for a period of 30 days after the date
of such 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.
Although 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 pa'yment to be in an amount equal to. the total dollar amount then due less the dollar
value of any wr.itten claims pending against. the� Contractor arising .out of the perfor-mance of such�
work, and such semi-final payment may then be recommended by the Director.
The Director shall not recommend final payment to a Contractor against whom such a claim for
damages is� outstanding for a period of six months following the date of the acceptance for the
work performed unless the Contractor submits evidence in writing satisfactory to the Director that:
1. The claim has been settled and a release 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 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 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 satisfaction of the Director.
The Director may, if he deems it appropriate, refuse to accept bids on other Department of
Engineering contract work from a Contractor against whom a claim for damages is outstanding as
a result pf work pe�formed under a City contract or under a developer-Iet.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 workers at the project site. Specifi� attention. is directed to
this requirement. TM
D-39 LEGAL RELATIONS AND RESPONSIBILITIES 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.
D-40 RIGHT TO AUDIT:
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PART D - SPECIAL CONDITIONS
A. Contractor agrees that the City shall, until, the e�piration of three (3) years after final payment
under this contract have access to and the right to examine and phbtocopy any directly
pertinent books, documents, papers and records of the Contractor involving transactions
relating to this contract. Contractor agrees that the City shall have access during .normal
working hours to all necessary Contractor facilities and shall be provided adequate and
appropriate work space in order to conduct audits in compliance with the provisions of this
section. The City shall give Contractor reasonable advance notice of intended audits.
B. Contractor further agrees to include in all its subcontracts hereunder a provision to the effect
that the subcontractor agrees that the City shall, under the expiration of three (3) years after
final payment under the subcontract, have access to and the right to examine and photocopy
any directly pertinent books, documents, papers and records of such subcontractor, involving
transactions to the subcontract, and further, that City shall have access during normal working
hours to all subcontractor facilities, and shall be provided. adequate and appropriate work
space, �in� order to• conduct audits in �compliance with the provisions� of this article together. with
subsection (c) hereof. City shall give subcontractor reasonable advance notice of intended
audits. �
C. Contractor and subcontractor agree to photocopy such documer�ts as may be requested by
the City. The City agrees to reimburse Contractor fot the cost of cbpies as follows:
2. copies and under - 10 cents per page
3. more than 50 copies - 85 cents for the first page plus fifteen c nts for each page thereafter
D ,•D-4� INCREASE OR DECREASE IN QUANTITIES: The quantities shown in the proposal are
approximate. It is the Contractor's sole responsibility to verify all the minor pay item quantities
prior to submitting a bid.
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When the quantity of the work to be done or materials to be furnished under any major pay i�em of
the contract is more than 125% of the quantity stated in the contract, whether stafed by Owner or
by Contractor, then either party to the contract, upon demand, shall be entitled to negotiate for
revised consideration on the portion of work above 125% of the quantity in the contract.
When the quantity of the work to be done or materials to be furnished under any major pay item of
the contract is less than 75% of the quantity,stated in the contract, whether stated by Owner or by
Contracfor, then either party to the contract, upon demand, shall be entitled to negotiate for
revised consideration on the portion of work below 75% of the quantity stated in the contract. This
paragraph shall not apply in the event Owner deletes a pay item in its entirety from this contract.
A major pay item is defined as any individual bid item included in the proposal that fias a total cost
equal to or greater than 5 percent of the original contract.
A minor pay item is defined as any individual bid item included in the proposal that has a total cost
less than 5 percent of the original contract.
In the event Owner and Contractor are unable to agree on a negotiated price, Owner and
Contractor agree that the consideration will be the actual field cost� of the work plus 15% as
described herein below, agreed upon in writing by the Contractor and Director of Department of
Engineering and Contractor and Director of Department of Engineering and approved by the City
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PART D - SPECIAL CONDITIONS
C�uncil after said work is completed, subject to all other conditions of the contract. As, used
herein, field cost of the work wiil inciude the cost of all workmen, foremen, time keepers,
mechanics and laborers; all materials, supplies, trucks, equipment rental for such time as actually
used on such work only, plus all power, fuel, lubricants, water and similar operating expenses; and
a ratable portion �f premiums on performance and payment bonds, public liability, Workers
Compensation and all other 4insurance required by law or by ordinance. The Director of
Department of Engineering will direct the form in which the accounts of actual field cost will be
kept and .will recommend in writing the method of` doing the work and the type and kind of
equipment to be used, but such work will be performed by the Contractor as an independent
Contractor and not as an agent or employee of the City. The 15% of the actual field cost to be
paid to the Contractor shall cover and compensate him for profit, overhead, general supervision
and field office expense, and all other elements of cost and expense not embraced within. the
actual field cost as herein specified. Upon request, the Contractor shall provide the Director of
Department of Engineering acCess to all accounts, bills and vouchers relating thereto. ,
D-42 CUTTING OF CONCRETE: When existing concrete is cut, such cuts shall be made with a
concrete saw. All sawing shall be subsidiary to the unit �ost�of the respective item.
D-43 PROJECT DESIGNATION SIGN: Project signs are required at all locations. It shall'be in
accordance with the attached Figure 30 (dated 9-1,8-96). The .signs may be mounted on skids or
posts. The exact locations and methods of mounting shall be approved by the Engineer. In
addition to the 4' x 8' project signs, project signs shall be attached to barricades used where
manhole rehabilitation or replacement is being conducted. Signs suspended from barricading
shall be placed in such a way that signs do not interFere with `reflective paint or coloring on, the
barricades. Barricade signs shall be in accordance with Figure 30, except that they shall be 1'-0"
by 2'-0" in size. The information��box shall have the following information:
For Questions on this Project Call:
(817)871-8306 M-F 7:30 am to 4:30 p.m.
or
(817)871-8300 NigMts and Weekends
Any and all cost for the required materials, labor, and equipment necessary for the furnishing of
Project Signs shall be considered as a subsidiary cost of. the project and no additional
compensation will be allowed.
D-44 CONCRETE SIDEWALK AND DRIVEWAY REPLACEMENT: At locations in the project
where� mains are required to be placed under existing sidewalks and/or driveways, such sidewalks
and/or driveways shall be completely replaced for the full existing width, between existing
construction or expansion joints with 3000 psi concrete with reinforcing steel on a sand cushion in
accordance with City of Fort Worth Transportation/Public Works Department Standard
Specifications for Construction, Item 504.
At locations where mains are required to be placed under existing curb and gutter, such curb and
gutter shall be replaced to match type and geometry of the removed curb and gutter shall be
installed in accordance with City of Fort Worth Public Works� Department Standard Specification
for Construction, Item 502..
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Payment,for cutting, backfili,
required, shall be included
driveway" repair.
PART D - SPECIAL CONDITIONS
concrete, forming materials and all other associated appurtenances
in the square yard pFice of the bid item for concrete sidewalk or
D-45 MISCELLANEOUS PLACEMENT OF MATERIAL: Material has been allocated under
various bid items in the Proposal to establish unit prices for miscellaneous placement of material.
These materials shall be used only when directed by the Engineer, depending on field conditions.
Payment for miscellaneous placement of material will be made for only that amount of material
used, measured to the nearest one-tenth unit. Payment for miscellaneous placement of material
shall be in accordance with the General Contract Documents regardless of the actual amount
used for the project.
�j D-46 TYPE "C" BACKFILL: Excavated material used for Type "C" backfill must be
k�•� mechanically compacted, unless the Contractoc can furnish the Engineer with satisfactory
evidence the P.I. of the excavated material is� less then 8.* Such evid.ence shall be a test report`
� from an independent testing laboratory and must include representative samples of soils in all
involved areas, with a map showing the location and depth of the various test holes.
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If excavated material is obviously granular in nature, containing little or no plastic material, the
Engineer may waive the test report requirement.
See E-1.24, Type "C" Backfill, and E2.11 Trench Backfill.*`
* Revised 3/20/81
** Revised 4/20/81
D-47 CRUSHED LIMESTONE BACKFILL: Where specified on the plans or directed by the
Engineer, Crushed Limestone shall be used for trench. bacicfill on this project. The material shall
conform to Public Works Standard Specifications for Street and Storm Drain Construction Division
2 Item 208.2 - Materials and �Division 2 Item 208.3 - Materials Sources. Trench backfill and
compaction shall meet the requirements of E2-2 Excavation and Backfill, Constcuction
Specifications, General Contract Documents.
Payment for crushed limestone backfill in place shall be made at the unit price bid in the Proposal
�j � multiplied by the quantity of material used measured in accordance with E2-2.16 Measurement of
k,.l Backfill Materials, Construction Specifications, General,Contract Documents.
� D-48 2:27 CONCRETE: Transportation 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
base repair. Since this call-out includes the word "concrete", the consistent interpretation of the
� Transportation and Public Works Department is that this ratio specifies two (2) sacks of cement
per cubic yard of concrete.
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D-49 TRENCH EXCAVATION, BACKFILL, AND COMPACTION: Trench excavation and
backfill under parking lots, driveways, gravel surFaced roads, within easements, and within existing
or future R.O.W. shall be in accordance with Section E1-2 Backfill and E2-2 Excavation and
Backfill of the General Contract Documents and Specifications, except as specified herein.
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PART D - SPE.CIAL CONDITIONS
A. TRENCH EXCAVATION: In accordance with Section E2-2 Excavation and Backfill, if the
stated maxim�lm trench widths are exceeded, either through accident or othenNise, and if the
Engineer determines that the design loading of the pipe will be exceeded, the Contractor will
be required to support the pipe with an improved trench bottom. The expense of such
remedial measures shall be entirely the Contractor's own. All trenching operations shall be
confined to the width of permanent rights-of-way, permanent easements, and any temporary
construction easements. All excavation shall be in strict compliance with the Trench Safety
Systems Special Condition of this document.
B. TRENCH BACKFILL: Trenches which lie outside of existing or future pavement shall be
backfilled above the top of the embedmen� material with Type "C" backfill material. Excavated
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material used.for Type "C" backfill must be mechanically compacted unless the Contractor can
furnish the Engineer with satisfactory evidence that the P.I. of the excavated material is less
than 8. Such evidence shall be a test report from an independent testing laboratory and must
include representative samples of soifs in all involved areas, with �a map sfiowing the location
and depth of the various test holes. If excavated material is obviously granular in nature,
containing little or no plastic material, the Engineer may waive the test report requirement.
See E1-2.3, Type,"C" or "D" Backfill, and E2-2.11 Trench Backfill for additional requirements.
When T�rpe "C" backfill material is not suitable, at the direction of the Engineer, Type "B"
backfill material shall be used.
In general, all backfill material under existing or future streets shall be in accordance with
Figure A or B. Sand material specified in, Figures A and B shall be obtained from an approved
source consisting of durable particles free of thin or elongated pieces, lumps of clay, soil, loam
or vegetable matter and shall meet the following gradation:
Size % Size %
Sieve Retained Sieve Retained
#4 0-5 #50 0-50
#16 0-20 #100 60-95
#200 90-100
C. TRENCH COMPACTION: All trench backfill shall be placed in lifts per • E2-2.9 Back,fill.
Trenches which lie outside existing or�future pavements shall be compacted to a minimum of
90% Standard Proctor Density (ASTM D698) by means of tamping only. �
Trenches which lie under existing or future paving shall be backfilled to 95% Standard Proctor
Density (ASTM D698) by jetting, tamping, or a combination of inethods. `
This density testing will be perFormed by City personnel at City expense and will not be
charged to the Contractor. However, the Contractor will be responsible for providing access
and trench safety system to the level of trench backfill to be tested. No extra compensation
will be allowed for exposing the backfill layer to be tested or providing trench safety system for
tests conducted. by the City.
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PART D - SPECIAL CONDITIONS
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D. MEASUREMENT AND PAYMENT: All material and labor costs of excavation and backfili will
be included in the price bid per linear foot of water and sewer pipe.
D-50 PAVEMENT REPAIR (E2-19�: The unit price bid under the appropriate bid item of the
proposal shall cover all cost for providing pavement repair eq�ial to or superior in composition,
thickness, etc., •#o existing pavement as detailed in the Public Works Department typical sections
for Pavement and Trench Repair for Utility Cuts, Figures 1 through 5.
All required paving cuts shall be made with a concrete saw in a true and straight line on both sides
D of the trench, a minimum of twelve (12) inches outside the trench walls. The trench shall be
backfilled and the top nine (9) inches shall be filled with required materials as shown on paving
details, compacted and level with the finished street surface. This finished grade shall be
D maintained in a serviceable condition until the paving has been replaced. All residential driveways
shall be accessible at night and over weekends.
D It has been determined by the Transportation and Public Works Department that the strip of
existing HMAC pavement befinreen the existing gutter and the edge of the trench pavement repair
'will not hold up if such strip of existing pavement is finro (2) feet or less in width.
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Therefore, a� the locations in the pcoject where the trench wall is three (3) feet or less from the lip
of the existing gutter, the Contractor shall be required to remove the existing paving to such gutter.
The pavement repair shall then be made from a minimum distance of twelve (12) inches outside
the trench wall nearest the center of the street to the gutter line.
� The pavement shall be replaced within a maximum of five (5) working days, providing job
placement conditions will permit repaving. If paving conditions are not suitable for repaving, in the
opinion of the Owner, the repaving shall be done at the earliest possible date.
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A permit must be obtained from the Department of Engineering Construction Services Section by
the Contractor in conformance with Ordinarice No. 3449 and/or Orc+inance No. 792 to make utility
cuts in the street. The Department of Engineering will inspect the paving repair after construction.
This permit requirement may be waived if work is being done under a Performance Bond and
inspected by the Department of Engineering. ,
D-51 TRENCH SAFETY SYSTEM FOR WATER DEPARTMENT PROJECTS ONLY:
A. GENERAL: This specification covers the trench safety requirements for all trench excavations
� exceeding depth of five (5) feet in order to protect workers from cave-ins. The requirements of
this item govern all trenches for mains, manholes, vaults, service lines, and all other
' appurtenances. The design for the trench safety shall be signed and sealed by a Registered
� Professional Engineer licensed in Texas.
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�. STANDARDS: The latest version of the U.S. Department of Labor, Occupational Safety and
Health Administration Standards, 29 CFR Part 1926, Sub-Part P-- Excavations, are hereby
made a part of this specification and shall be the minimum governing requirements for trench
safety.
C. DEFINITIONS:
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PART D - SPECIAL CONDITIONS
1. TRENCHES - A trench is referred to as a narrow excavation made below t�e surface of
the ground in which the depth is greater than the width, where the width measured at the
bottom is not greater than fifteen (15) feet.
2. BENCHING SYSTEM - Benching means excavating the sides of a trench to form one or a
series of horizontal level or steps, usually• with vertical or near-vertical surfaces between
levels.
3. SLOPING SYSTEM - Sloping means excavating to form sides of a trench that are inclined
away from the excavation.
4. SHIELD SYSTEM - Shields used in trenches are generallypreferred to as "trench boxes" or
"trench shields". Shield means a structure that is able to withstand the forces imposed on
.it by a cave-in and protect workers with,in the structure. Shields can be permanent
structures or cari be designed to be portable and move along as the- work progresses.
Shields can be either pre-manufactured or job-built in accordance with OSHA standards.
5. SHORING SYSTEM - Shoring means a structure such as a metal hydraulic, mechanical or
timer system that supports the sides of a trench and which is designed to prevent cave-ins.
Shoring systems are generally comprised of cross-braces, vertical rails, (uprights),
horizontal rails (wales) and/or sheeting.
D. MEASUREMENT - Trench depth is the vertical measurement from the top of the existing
ground to the bottom of the pipe or structures. The quantity of trench safety systems shall be
based on the linear foot amount of trench depth greater than five (5) feet.
E. PAYMENT - Payment shall be full compensation for safety system design, labor, tools,
materials, equipment and incidentals necessary for the installation and removal of trench
safety systems.
D-52 SANITARY SEWER MANHOLES:
A. GENERAL: The installation, replacement, and/or rehabilitation of sanitary sewer manholes will
be required as shown on the plans, and/or as described in these Special Contract Documents
in addition to those located in the field and identified by the Engineer. All manholes shall be in
accordance with 'sections E�1-14 Materials for Sanitary Sewer Manholes, 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.
1. CONCRETE COLLARS: Concrete collars will be required on all manholes specified as per
Figure 121.
2. WA�ERTIGHT MANHOLE INS�RTS: Watertight gasketed manhole inserts shall be
installed in all sanitary sewer manholes. Inserts shall be constructed in accordance with
Fort Worth Water Department Standard E100-4 and shall be fitted and installed according
to the manufacturer's recommendations. Stainless Steel manhole inserts shall be required
for all pipe diameters 18" and greater.
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PART D - SPECIAL �ONDITIONS
J 3. LIFT HOLES: All lift holes shall be plugged with a pre-cast �oncrete plug. The lift hole
shall be sealed on the outside of the manhble with Ram-Nek or an approved equal sealant.
The lift hole shall be sealed on the inside of the manhole with q�ick setting cement grout.
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4. FINAL RIM ELEVATIONS: Manhole rims in parkways, lawns and other improved lands
shall be at an elevation not more than one (1) nor less than one-half (1/2) inch above the
surrounding ground. Backfill shall provide a uniform slope from the top of manhole casting
for not less than three (3) feet each direction to existing finish grade of the ground. The
grade of all surfaces shall be checked for proper slope and grade by string lining the entire
area regarded near the manhole.
Manholes in open fields, unimproved land, or drainage courses shall be at an elevation
shown on the drawings or minimum of 6 inches above grade.
5. MANHOLE COVERS: All lids'shall have pick slots in li�u��of ,pick •holes. Manhole frames
and covers shall be McKinley, Type N, with indented top design, or equal, with pick slots.
Covers shall set flush with the rim of the frame and shall have no larger than 1/8 inch gap
between the frame and cover. Bearing surfaces shall be machine finished. Locking
manhole lids and frames will be restricted to locations within the 100-year floodplain and
areas specifically designated on the plans. Certainteed Ductile Iron Manhole Lids and
Frames are acceptable for use where locking lids are specified. Locking bolt down rims
and cover shall be installed at manhole locations called for on the plans. Cost is
subsidiary to unit price bid item manhole
� 6. SHALLOW CONE MANHOLES: Shallow manhole construction will be used when
manhole depth is four (4) feet or less. All shallow cone manholes shall be built in
accordance with Figure 105. All shallow cone manholes shaH have a casf iron lid and
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frame with pick slots. NOTE: MANHOLES PER FIGURE 106 WILL NOT BE ALLOWED.
7. MANHOLE STEPS: No manhole steps are to be installed on any sanitary sewer manhole.
8. EXTERIOR SURFACE COATING: Exterior surfaces of all manholes shall be coated with
two mop coats of coal tar epoxy, Koppers "Bitumastic Super Service Black" Tnemec "46-
450 Heavy Tnemecol," or equal to, a minimum or 14 mils dry film thickness.
9. MANHOLE JOIN.T SEALING•: All interior and/or exterior joints on concrete manhole
sections constructed for the City of Fort• Worth Water Department, excluding only the joints
using a trapped type perFormed O-ring rubber gasket shall require Bitum�stic joint sealants
as per Figure M.
D - This sealant shall be pre-formed and trowelable Bitumastic as manufactured by Kent-Seal,
Ram-Nek, E-Z Stick, or equal. The joinf sealer shall be supplied in either extruded pipe
• forrr� or suitable cross-sectional area or flat-tape and shall be sized as recommended by
D the manufacturer and approved by the Engineer. The joint sealer shall be protected by a
suitable removable wrapper and shall not in any way depend on oxidation, evaporation, or
any other chemical action for either its adhesive properties or cohesive strength. The Joint
� sealer shall remain ,totally flexible without 'shrinking, hardening, or oxidizing regardless of
the length of time it is exposed to the elements. The manufac�urer shall furnish an affidavit
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SC-25
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PART D - SPECIAL CONDITIONS
B. EXECUTION;
1. INSTALLAT�ON OF JOINT SEALANT: Each grade adjustment ring and manhole frame
shall be sealed with the above specified materials. All surfaces to be in contact with the
joint sealant shall be thoroughly cleaned of dirt, sand, mud, or other foreign matter. A
primer shall be applied to all surfaces prior to installing the joint sealant in accordance with
the recommendations by the manufacturer. The protective wrapper shall remain on the
joint sealant until immediately prior to the placement of the pipe in the trench. After
removal of the protective wrapper, the joint sealant shall be kept clean. Install frames and
cover over manhole opening with the bottom of the rings resting on Bitumastic joint sealer.
Frames and grade rings shall rest on two (2) rows (inside and outside) of Bitumastic joint
sealer.
2: SEALING, AND/OR ADJUSTING EXISTING MANHOLES: Excavate (rectangular full depth.
saw cut if in pavement)°adjacent•to the�manhole to expose the entire manhole,frame and a
minimum of 6 inches of the manhole wall keeping the sides of the trench nearly vertical.
Remove manhole fram� from the manhole structure and observe the condition of the
frame and grade rings. Any frame or grade ring that is not suitable for use as determined
by the Engineer shall be replaced. Grade rings that are constructed of brick, block
materials other than pre-cast concrete rings, or where necessary and approved by the
Engineer, shall be replaced with a pre-cast flattop section. Pre-cast concrete rings, or a
pre-cast concrete flattop section will be the only adjustments allowed.
In brick or block manholes, replace the upper portion of the manhole to a point 24 inches
below the frame. If the walls or cone section below this level are structurally unsound,
notify the Engineer prior to replacement of the grade rings and manhole frame. Existing
brickwork, if damaged by the Contractor, shall be replaced at the Contractor's expense.
Wire brush manhole frame and exposed manhole surFaces to remove dirt and loose
debris. Coat exposed manhole surfaces with an approved bonding agent followed by an
application of a quick setting hydraulic cement to provide a smooth working surface.
If the inside diameter of the manhole is too large to safely support new adjustment rings or
frames, a flat top section shall be installed.
Joint surfaces between the frames, adjustment rings, and cone section shall be free of dirt,
stones, debris and voids to ensure a watertight seal. Place flexible gasket joint material
along the inside and outside edge of each joint, or use trowelable material in lieu of pre-
formed gasket material. Position the butt joint of each length of joint material on, opposite
sides of the manhole. No steel shims, wood, stones, or any material not specifically
accepted by th� Engineer 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 that the top of the casting will conform to the slope and
finish elevation of the paved surface. The top of the casting shall be 1/8 inch below the
finished elevation. Allowances for the compression of the joint material shall be made to
assure a proper final grade elevation. �
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PART D - SPECIAL CONDITIC�NS
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3. EXPOSED EXTERIOR SURFACES: All exposed exteriortsurfaces shall be coated with
two mop coats of coal tar epoxy. Kopper "Bitumastic Super Service Black"; Tnemec "46-
450 Heavy Tnemecol", or equal, to a minimum of 14 mils dry film thickness.
4. The exterior surface of all pre-cast section joints shall be thoroughly cleaned with a wire
brush and then waterproofed with a 1/2-inch thick coat of trowelable bitumastic joint
sealant from 6-inches below to 6-inches above the joint. The coated joint shall then be
wrapped with 6 mil plastic to prote�t the sealant from damage during backfilling.
C. MEASUREMENT AND PAYMENT: The price bid for new manhole installations shall include
all labor, equipment, and materials necessary, for construction of the manhole iricluding, but
� not limited to, joint sealing, manhole inserts, lift hole sealing and exterior surface coating and
pavement repair.
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The price bid for reconstruction of existing manholes shall include all labor equipment and
materials necessary for construction of new manhole, including, but not limited to, excavation,
backfill, disposal of materials, joint sealing, lift hole sealing, exterior surface coating and
pavement repair.
The price bid for adjusting and/or sealing of existing manholes shall include all labor,
D equipment and materials necessary for adjusting and/or sealing the manhole, including but not
limited to, joint sealing, lifthole sealing, and exterior surface coating.
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Payment for concrete collars will be made per each. Payment for manhole inserts will be
made per each.
D-53 SANITARY SEWER SERVICES: Any reconnection, relocation, replacement, or new
sanitary sewer service shall be made as shown on the plans, and/or as described in these Special
Contact Documents in addition to those located in the field and identified by the Engineer as active
sewer taps. The service connections shall be constructed by the Contractor utilizing standard
�factory manufactured tees. Factory manufactured saddle taps may be used, but only as directed
by the Engineer. The decision to use saddle taps as opposed to tees shall be made on a case by
case basis. The Contractor shall be responsible for coordinating the scheduling of tapping crews
with building owners and the Engineer in order that the work be performed in an expeditious
manner. A minimum of 24 hours advance notice shall be given �when taps will be required.
Severed service connections shall be maintained as specified in section C6-6.15.
A. SEWER SERVICE RECONNECTION: When sewer service reconnection is called for the
Contractor shall vertically adjust the existing sewer service line as required for reconnection
and furnish a new tap. The fittings used for vertical adjustment shall consist of a maximum
bend of 45 degrees. The tap shall be located so as to line up with the service, line and avoid
any horizontal adjustment. For open cut applications, all sanitary sewer service lines shall be
replaced to the property or easement line, or as directed by the Engineer. Sanitary sewer
services on sewets being rehabilitated using trenchless repair methods shall be reconnected
only (no sewer service replacement necessary). Procedures listed below for Sewer Service
Replacement shall 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
'�zis�s`s SG27
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PART D - SPECIAL CONDITIONS
service line and all other associated appurtenances required shall be included in the price bid
for Sanitary Sewer Taps.
B. SEWER SERVICE REPLACEMENT: All building� sewer services encountered during
construction shall be adjusted and/or replaced by the Contractor as directed by the Engineer
as required for the connection of the sewer service line. If the sewer service line is in such
condition or adjustment necessitates the replacement of the sewer service line, all work shall
be performed by a licensed plumber. The length of the replacement shall be.determined by
the Engineer. All sewer services shall be installed at a minimum of two (2) percent slope or as
approved by the Engineer. Connection to the existing sewer service line shall be made with
appropriate adapter fitting. The fitting shall be a urethane or neoprene coupling A.S.T.M. C-
425 with series 300 stainless steel compression straps.
Pay.ment for work and materials such as backfill,. pipe, fittings, and all� other associated work
for service replacements in excess _of four� (4)� linear feet shall � be included in the. linear foot
price bid for sanitary sewer service line replacement. Payment for all work and material
involving the "tap" shall be included in the price bid for sanitary sewer service taps.
D-54 NOT USED
D-55 REMOVAL, SALVAGE, AND ABANDONMENT OF EXISTING FACILITIES: Any
removal, salvaging and/or abandonment of existing facilities will necessarily be required as shown
on the plans, and/br described in these Special Contract Documents in addition to those located in
the field and identified by the Engineer. This work shall be done in accordance with Section
E2-1.5 Salvaging of Material and E2-2.7 Removing Pipe, of the General Contract Documents and
Specifications, unless amended or superseded by requirements of this Special Condition.
A. SALVAGE OF EXIS�'ING WATER�"�lI�TER AND METER BOX: Existing water meter and
meter box shall be removed and returned to the Water Department warehouse by the
Contractor in accordance with Section E2-1.5 Salvaging of Materials.
�B. SALVAGE, OF EXISTING WATER METER� AND CONCRETE VAULT LID: Existing water
meter and concrete vault lid shall be removed and returned to the Water Department
warehouse by the Contractor in accordance with Section E2-1.5 Salvaging of Materials. The
concrete vault shall be demolished in place to a point not less than 18 inches below final
.grade. Th.e �concrete vault shall.then be backfilled and compacted in accordance with backfill
method as specified in Section E2-2.9 Backfill. Backfill material shall be s�itable 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 hydrants shall be removed and
returned to the Water Depa.rtment warehouse by the Contractor in accord'ance with Section
E2-1.5 Salvaging of Materials. The void shall be backfilled and comp�cted in accordance with
backfill method as specified in Section E�-2.9 Backfill. Backfill material shall be suitable
excavated material approved by the Engineer. Surface restoration shall be compatible with
existing surrounding surface and grade. �
D. SALVAGE OF EXISTING GATE VALVE: Existing gate valve and valve box and lid shall be
removed and returned to the Water Department warehouse by the Contractor in accordance
with Section E2-1.5 Salvaging of Materials. The void area caused by the valve removal
��$ SG28
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PART D - SPECIAL �ONDITIONS
D shall be backfilled and compacted in accordance with backfill method as specified in Section
E2-2.9 Backfill. Backfill material shall be suitable excavated material approved by the
Engineer. Surface restoration shall be compatible with existing surrounding surface and
D grade. If the valve is in a concrete •vault, the vault shall be demolished in place to a point no
less than 18" below final grade.
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E. ABANDONMENT OF EXISTING GAT� VALVE: Existing gate valve and box lid shall be
abandoned by first closing the valve to the fully closed position and demolishing the valve box
in place to a point not less than 18 inches below final grade. Concrete shall then be used as
backfill material to match existing grade.
F. ABANDONMENT OF EXISTING VAULTS: VaultS to be demolished in place shall have top
slab and lid removed and vault walls demolished to a point not less than 18" below final grade.
�The void area, caused shall then be backfilled and compacted in accordance with backfill
method as specified in Section E2-2.9 Backfill. ",Backfill material shall be suitable excavated ..
material approved by the Engineer. Surface restoration shall be compatible with the existing
surrounding grade.
G. ABANDONMENT OF MANHOLES: Manholes to be demolished in place shall have all pipes
entering or exiting the structure plugged with lean concrete. Manhole top or cone section shall
be removed to the top of the full barrel diameter section, or to point not less than 18 inches
below final grade: The structure shall then be backfilled and compacted in accordance with
backfill method as s�ecified in Section E2-2.9 Backfill. Backfill material may be either clean
washed sand of clean, suitable excavated material approved by the Engineer. Surface
restoration shall be compatible with surrounding service`�`�rface. Payment for work involved in
backfilling, plugging of pipe(s) and all other appurtenances required, shall be included, in the
appropriate bid item - Abandon Existing Sewer Manhole.
H. REMOVAL OF MANHOLES: Manholes to be removed shall have all pipes entering or exiting
the structure disconnected. The complete manhole, including top or cone section, all full
barrel diameter section, and base section shall be removed. The excavation shall then be
backfilled and compacted in accordance with backfill method as specified in Section E2-2.9
Backfill. Backfill material may be with Type C Backfill or Type B Backfill, as approved by the
Engineer. Surface restoration shall be compatible with surrounding surface.
I. CUTTING AND� PLUGGING EXISTING MAINS: At various locations on this project, it may be
required to cut, plug, and block existing water mains/services or sanitary sewer mains/services
in order to abandon these lines. Cutting and plugging existing mains and/or services shall be
considered as incidental and all costs incurred will be considered to be included in the linear
foot. bid price of the pipe, unless separate trenching is required.
J. REMOVAL OF EXISTING PIPE: Where removal of the existing pipe is required, it shall be the
Contractor's responsibility to properly dispose of all removed pipe. All removed valves, fire
hydrants and meter boxes shall be delivered to Water Department Field Operation, Storage
Yard.
K. PAYMENT: Payment for all work and material involved in salvaging, abandoning and/or
� removing existing facilities shall be included in the linear foot bid price of the pipe, except as
follows: separate payment will be made for removal of all fire hydrants, gate valves, 16 inch
and larger, and sanitary sewer manholes, regardless of location. Payment will be made for
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SC-29
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PART D - SPECIAL CONDITIONS
salvaging, abandoning and/or removing all other existing facilities when said facility is not
being replaced in the same trench (i.e., when removal requires a separate trench).
D-56 DETECTABLE WARNING TAPES: Detectable underground utility warning tapes which
can be located from the surface by a pipe detector shall be installed directly above non-metallic
water and sanitary sewer pipe. The detectable tape shall be "Detect Tape" manufactured by Allen
Systems, Inc. or approved equal, and shall consist of a minimum thickness 0.35 mils solid
aluminum foil encased in a protective inert plastic jacket that is impervious to all known alkalis,
acids, chemical reagents and solvents found in the soil. The minimum overall thickness of the
tape shall be 5.5 mils, and the width shall not be less than two inches with a minimum unit weight
of 2'/z pounds/1 inch/100'. The tape shall be color coded and imprinted with the message as
follows:
Type of Utility
Water �
Sewer
Co/or Code
Safety Blue
Safety Green
Legends
�Cauti'on! Buried Water Lin� Below
Caution! Buried Sewe� Line Below
Installation of detectable tapes shall be per manufacturer's recommendations and shall be as
close to the grade as is practical for optimum protection and detectability. Allow a minimum of 18
inches between the tape and the pipe. Payment for work such as backfill, bedding, blocking,
detectable tapes, antl all other as,sociated appurtenances required shall be included in the unit
price bid for the appropriate bid item(s).
D-57 PIPE CLEANING: Joints shall be wiped and then inspected for proper installation by the
inspectors. Each joint shall be swept daily and kept clean during installation. A temporary night
plug shall be installed on all exposed pipe ends during any period of work stoppage.
D-58 BARRICADES, WARNINGS, AND FLAGMEN: Reference Part C- General Conditions,
Section C6-6.8 Barricades, Warnings, and Watchmen:
A. Wherever the word Watchmen appears in this paragraph, it shall be changed to the word
Flagmen. �
B. Ir� the first paragraph, lines five (5) and six (6), change the phrase "take all such other
precautionary measures" to "take all �reasonable necessary measures". .
D-59 DISPOSAL OF SPOIUFILL MATERIAL: Prior to the disposing of any spoil/fill material,
the Contractor shall advise the Director of Engineering Department, acting as the City of Fort
Worth's Flood Plain Administrator ("Administrator"), of the location of all sites where the Contractor
intends to dispose of such material. Contractor shall not dispose of such material until the
proposed sites have been determined by the Administrator to meet the requirements of the Flood
Plain Ordinances of the City of Fort Worth (Ordinance No: 10056). All disposal sites must be,
approved by the Admir�istrator to ensure that filling is not occurring within a floodplain without a
permit. A floodplain permit can be issued upon approval of necessary Engineering studies. No fill
permit is required if disposal sites are not in a floodplain. Approval of the Contractor's disposal
sites shall be evidenced by a letter signed by the Administrator stating that the site is not in a
known flood plain or by a Flood Plain Fill Permit authorizing fill within the flood plain. Any
��rsa "�� SC-30
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PART D - SPECIAL �CONDITIO�t�S
expenses associated with obtaining the fill permif, including any necessary�Engineering studies,
shall be at the Contractor's expense. In the event that the Contractor disposes of spoil/fill material
at a site without a fill permit or a letter from the administrator approving the disposal site, upon
notification by the Director of Engineering Department, Contractor shall remove the spoil/fill
material at its expense and dispose of such materials in accordance with the Ordinances of the
City and this section.
D-60 MECHANlCS AND MATERIALMEN'S LIEN: The Contractor shall be required to execute
a release of inechanics and materialmen's liens upon receipt of payment.
D-61 SUBSTITUTIONS: The specifications for materials set out the minimum standard of
quality which the City believes necessary to procure a satisfactory project. No substitutions will be
permitted until the Contractor has received written permission of the Engineer to make a
substitution for the material which has been specified. Where the term "or equal", or "or approved.
equal" is used, it is understood that if a material, product, or.piece of equipment bearing the name
so used is furnished, it will be approvable, as the particular trade name was used for the purpose
of establishing a standard of quality acceptable to the City. If a product of any other name is
proposed for use, the Engineer's approval thereof must be obtained before the proposed
substitute is procured by the Contractor. Where the term "or equal", or "or approved equal" is not
used in the speci�ications, this does not necessarily exclude alternative items or material or
equipment which may accomplish the intended purpose. Wowever, the Contractor shall have the
full responsibility of proving that the prop�osed substitution is, in fact, equal, and the Engineer, as
the representative of the City, shall be the sole judge of the acceptability of substitutions. The
provisions of this sub-section as related to "substitutions" shall be applicable to all sections of
these specifications.
D-62 PRE-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWER
A. GENERAL: Prior to the reconstruction, ALL sections of existing sanitary sewer lines to be
abandoned, removed (except where being replaced in the same location), or rehabilitated
(pipe enlargement, cured-in-place pipe, fold and form pipe, slip-line, etc.), shall be cleaned,
and a television inspection performed to identify any active sewer service taps, other sewer
laterals and their location. Work shall consist of furnishing all labor, material, and equipment
necessary for the cleaning and inspection of the sewer lines by means of closed circuit
television. Satisfactory precautions shall be taken to protect the sewer lines from damage that
might be inflicted by the improper. use of cleaning equipment.
HIGH VELOCITY JET (HYDROCLEANING) EQUIPMENT: The high-velocity sewer line
cleaning equipment shall be constructed for easy and safe operation. The equipment shall
also have a selection of two or more high-velocity nozzles. The nozzles shall be capable
of producing a scouring action from 15 to 45 degrees in all size lines designated to be
cleaned. Equipment shall also include a high-velocity gun fior washing and scouring
manhole walls and floor. The gun shall be capable of producing flows from a fine spray to
a solid stream. The equipment shall carry its own water tank, auxiliary engines, pumps,
and hydraulically driven hose reel.
Hydraulically Propelled Equipment shall be of a movable dam type and be constructed in such
a way that a portion of the dam may be collapsed at any time during the cleaning operation
to protect against flooding of the sewer. The movable dam shall be equal in diameter
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PART D - SPECIAL CONDITIONS
around the outer periphery to ensure removal of grease. If sewer cleaning balls or other
equipment which cannot be collapsed is used, special precautions to prevent flooding of
the sewers and public or private property shall be taken. The flow of sewage present in
the sewer lines shall be utilized to provide necessary fluid far hydraulic cleaning devices
whenever possible.
2. CLEANING PROCEDURES: The designated sewer manholes shall be cleaned using
high-velocity jet equipment. The equipment shall �be capable° of removing dirt, grease,
rocks, sand, and other materials and obstructions from the sewer lines and manholes. If
cleaning of an �entire section cannot be successfully perFormed from one manhole, the
equipment shall be set up �on the other manhole and cleaning again attempted. If, again,
successful cleaning cannot be performed or equipment fails to traverse the entire manhole
section, it will be assumed that a major blockage exists, and the cleaning effort shall be
abandoned. When additional quantities of water from fire hydrants is necessary to avoid
delay in normal worlting procedures, the water shall be conserved and nof us�d
unnecessarily. No fire hydrant shall be obstructed in case of a fire in the area served by
`the hydrant. Before using any water from the City Water Distribution System, the
Contractor shall apply for and receive permission from the Water Department. The
Contractor shall be responsible for the water meter and related charges for the setup,
including the water usage bill. All expenses shall be considered incidental to cleaning.
3. DEBRIS REMOVAL AND DISPOSAL: All sludge, dirt, sand, rock, grease, and other solid a
'or semisa'lid material resulting from th� cleaning operation shall be removed at the
downstream manhole of the section being cleaned. Passing material from manhole
section to manhole section, which could cause line stoppages, accumulations of sand in �
�wet wells, or damage pumping equipment, shall not be permitted.
4. All solids or semisolid resulting from the cleaning operations shall be removed from the site
and disposed of at a site designated by the Engineer. All materials shall' be removed from
the site no less often than at the end of each workday and disposed of at no additional cost
to the City.
5. UNDER NO CIRCUMSTANCE SHALL SEWAGE OR SOLIDS REMOVED THEREFROM
BE DUMPED ONTO STREETS OR INTO DITCHES, CATCH BASINS, STORM DRAINS
OR SANITARY SEWER MANHOLES. �
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6. TELEVISION INSPECTION EQUIPMENT: The television camera used for the inspection
shall be one specifically designed and constructed for such inspection. Lighting for the
camera shall be suitable to allow a clear picture of the entire periphery of the pipe. The
camera shall be operative in 100% humidity conditions. The camera, television monitor,
and other components of the video system shall be capable of producing picture quality to
the satisfaction of the Engineer; and if unsatisfactory,. equipment shall be removed and no
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, stopping when necessary to permit proper documentation of
any sewer service taps. In no case will the #elevision camera be pulled at a speed greater
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PART D - SPECIAL CONDITIONS
than 30 feet per minute. Manual wincFies, power winches, TV c�ble;:aiid powered rewinds
or other devices that do not obstruct the camera view or interfere with proper
documentation shall be used to move the camera through the sewer line.
When manually operated winches are used to pull the television camera through the line,
telephones or other suitable means of �ommunications shall be set up befinreen the two
manholes of the section being inspected to ensure good communications between
members of the crew.
� The impo�tance of accurate distance measurements is emphasized. All television
inspection video tapes shall have a footage counter. Measurement for location of sewer
service taps shall be above ground by means of ineter device. � Marking on the cable, or
j� the like, which would require interpolation for depth of manhole, will not be allowed.
��.1 . Accuracy of the distance meter shall be checked by use of a walking meter, roll-a-tape, or
other suitable device, anii the accuracy shall be satisfactory to tt�e Engineer. �
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The City makes no guarantee that all of the sanitary sewers to be entered are clear for the
passage of a camera. The methods used for securing passage of the camera are to be at
the option of the Contractor. The cost of retrieving the Television camera, under all
circumstances, when it becomes lodged during inspection, shall be incidental to Television
inspection.
2. DOCUMENTATION: Television Inspection Logs: Printed location records shall be kept by
the Contractor and will clearly show the location in relation to an adjacent manhole of each
sewer service taps observed during inspection. In addition, other points of significance
such as locations of unusual conditions, roots, storm sewer connections, broken pipe,
presence of scale and corrosion, and other discernible features will be recorded, and a�
copy of such records will be supplied to the City.
3. PHOTOGRAPHS: Instant developing, 35 mm, or other standard-size photographs of the
television picture of problems shall be taken by the Contractor upon request of the
Engineer, as long as such photographing does not interfere with the Contractor's
operations.
.4. VIDEOTAPE RECORDINGS: The purpose of tape recording shall be to supply a visual
and audio record of problem areas of the lines that may be replayed. Video tape recording
playback shall be at the same speed that it was recorded. The television tapes shall be
furnished to the City for review immediately upon completion of the televis5on inspection
and may be retained a maximum of 30 calendar days.
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Equipment shall be provided to the City by the Contractor for review of the tapes. Tapes
will be returned to the Contractor upon completion of review by the Engineer. Tapes shall
not be erased without the permission of the Engineer.
If the tapes �are of such poor quality that the Engineer is unable to evaluate the condition of
the sewer line or to locate service connections, the Contractor shall be required to re-
televise and provide a good tape of the line at no additional cost to the City. If a good tape
cannot be provided of such quality that can be reviewed by the Engineer, no payment for
SC-33
PART D - �SPECIAL CONDITIONS �R�
televising this portion shall be.made. Also, no payment shall be made for portions of lines
not televised or portions where manholes cannot be negotiated with the television camera.
THE TAPES SHALL BE SUBMITTED TO THE ENGINEER PRIOR TO CONSTRUCTION
FOR REVIEW AND DETERMINATION OF SAGS. Upon completion of review of the tapes
by the Engineer, the Contractor will be notified as to which sections of the sanitary 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 Proposal.
C. PAYMENT OF CLEANING AND PRE-CONSTRUCTION TELEVISION INSPECTION OF
SANITARY SEWERS: The cost for Pre-Construction Cleaning and Television Inspection of
sanita .ry sewers shall be per linear foot� of sewer �ctually televised. Th� Contractor sha(I
provide the Engineer with tapes of a quality that the particular piece'of sewer can be readily
evaluated as to existing sewer conditions and for providing appropriate means for review of
the tapes by the Engineer including collection and removal, ,transportation and disposal of
sand and debris from the sewers to a legal dump site.
Television inspection shall include necessary cleaning (hydraulic jet or mechanical cleaner) to
provide video image required for line analysis.
The primary purpose of cleaning is for television inspection and rehabilitation; when a portion
of a line is not or cannot be televised or rehabilitated, the cleaning of that portion of line shall
be incidental and no payment shall be made.
The City makes no guarantee that all of the sanitary sewers to be entered are clear for the
passage of a camera. The methods used fqr 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 N Inspections.
The cost of retrieving the N Camera, under all circumstances, wtien it becomes lodged
during inspection, shall be incidental to TV Inspection.
The item shall also include all costs of installing and maintaining any bypass pumping required
to provide reliable, regular sewer service to the area residents. All bypass pumping shall be
incidental to the project. . '
D-63 VACUUM TESTING OF SANITARY SEWER MANHOLES
A. GENERAL: This item shall govern the vacuum testing of all newly constructed sanitary sewer
manholes.
B.� EXECUTION:
TEST PROCEDURE: Manholes shall 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. ,
,���8 � SC-34
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The sewer lines entering the manhole shall be plugged and braced to prevent the plugs
from being drawn into the manhole. The plugs shall be installed in the lines beyond the
drop-connections, gas sealing connections, etc. The test head shall be placed inside the
frame at the top of the manhole and inflated in accordance with the manufacturer's
recommendations. A vacuum of ten inches of inercury (10"Hg) shall be drawn and the
vacuum pump wifl be turned off. With the valve closed, the level of vacuum shall be read
after the required test time. The required test time shall be determined from the Table I
below in accordance with ASTM C1244-93:
� Table I
MINIMUM TIME REQUIRED FOR VACUUM DROP
OF 1" Hg (10"Hg - 9"Hg) (SEC)
� Depth of MH. 48-Inch Dia. 60-Inch Dia.
(FT.) Manhole . Manhole
0 to 16' � 40 sec. 52 sec. '
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18'
20'
22'
24'
26'
28'
30'
For Each
Additional 2'
45 sec.
50 sec.
55 sec.
59 sec.
64 sec.
69 sec.
74 sec.
5 sec.
59 sec.
65 sec.
72 sec.
78 sec.
85 sec.
91 sec.
98 sec.
6 sec.
2. ACCEPTANCE: The manhole shall be considered acceptable, if the drop in the level of
vacuum is less than one-inch of inercury (1" Hg) after the required test time. Any manhole
which fails to pass the initial test must be repaired with a, suitable material which conforms
to the construction material of the manhole. The manhole shall be retested as described
above until it has successfully passed the test.
Following completion of a successful test, the manhole shall be restored to its normal
Dcondition, all temporary plugs shall be removed, all braces, equipment, and debris shall be
removed and disposed of in a manner satisfactory to the Engineer.
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C. PAYMENT: Payment for vacuum testing of sanitary sewer manholes shall be paid at the
contract price per each vacuum test. This price shall include all material, labor, equipment,
and all incidentals, �including all bypass pumping, required to complete the test as specified
herein.
D-64 BYPASS PUMPING: The Contractor shall bypass the sewage around the section or
r j sections of sewer to be rehabilitated and/or replaced. The bypass shall be made by pfugging
J existing upstream manhole and pumping the sewage into a downstream manhole or adjacent
system or other method as may be approved by the Engineer. The pump and bypass lines shall
� be of adequate capacity and size to handle the flow without sewage backup occurring to facilities
connected to the sewer. Provisions shall° be made at driveways and street crossings to permit
safe vehicular travel without interrupting flow in the bypass system. Under no circumstances will
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PART D - SPECIAL CONDITIONS �
the Contractor be permitted to discharge sewage into the trenches. Payment shali be incidental to
rehabilitation or replacement of the sewer line.
D-65 P�ST-CONSTRUCTI�ON TELEVISION INSPECTION OF SANITARY SEWER:
A. GENERAL: After construction, ALL sections of sanitary sewer lines shall have a television
inspection perFormed. Work shall consist of furnishing all labor, material, and equipment
necessary for inspection of the sewer lines by means of closed circuit television. Satisfactory
precautions shall be taken to protect the sewer lines from damage that might be infficted by
the improper use of cleaning equipment.
B. TELEVISION INSPECTION EQUIPMENT: The television camera used for the inspection shall
be one specifically designed and constructed for such inspection. Lighting for the camera
shall be operative in 100% humidity conditions. The camera, television monitor,, and other
components of the video system� shall be capable of producing picture qualit� to the,
satisfaction of the Engineer; and if unsatisfactory, equipment shall be removed and no
payment will be made for an unsatisfactory inspection.
C. EXECUTION:
1. TELEVISION INSPECTION: The cairiera shall be moved through the, line in either
direction at a moderate rate, stopping when necessary to permit proper documentation of
any sewer service taps. In no case will the television camera be pulled at a spe�d greater
than 30 feet per minute. Manual winches, power winches, TV cable, and powered rewinds
or other devices that do not obstruct tlie camera view or interFere with proper
documentation shall be used to move the camera through the sewer line.
When manually operated winches are used to pull the television camera through the line,
telephones or other suitable means of communications shall be set up between the finro
manholes of the section being inspected to ensure good communications between
members of the crew.
The importance of accurate distance measurements is emphasized. All television
inspection video tapes shall have a footage counter. Measurement for location of sewer
serv,ice taps shall be above ground by means of ineter device. Marking on the cable, or
the like, which would require interpolation for depth of manhole, will riot be allowed.
Accuracy of the distance meter shall be checked by use of a walking meter, roll-a-tape, or
other suitable device, and the accuracy shall be satisfactory to the Engineer.
The City makes no guarantee that all of the sanitary sewers to be entered are clear for the
passage of a camera. The methods used for securing passage of the camera are to be at
the option of the Contractor. The cost or retrieving the Television camera, under all
circumstan�es, when it becomes lodged 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 restricted to provide a clear image of sewer being inspected.
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��si�e SC-36
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3. PHOTOGRAPHS: Instant developing, 35 mm, or other standard-size photographs of the
television picture of problems shall be taken by the Contractor upon request of the
Engineer, as long as such photographing does not interfere with the Contractor's
operations.
D2. DOCUMENTATION� Television Inspection Logs: Printed location records shall be kept by
the Contractor and will clearly show the location in relation to an adjacent manhole of each
sewer service tap observed during inspection. All television logs shall be referenced to
Dstationing as shown on the plans. A copy of these television logs will be supplied to the
City.
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4. VIDEOTAPE RECORDINGS: The purpose of tape recording shall be to supply a visual
and audio record of problem areas of the lines that may be replayed. Video tape recording
.playback shall be at the same speed that it was recorded. The television tapes shall be
furnished'to the City for review immediately upon completibn of the television inspection
and may be retained a maximum of 30 calendar days. Equipment shall be provided to the
City by the Contractor for review of the tapes. Tapes witl be returned to the Contractor
upon completion of review by the Engineer. Tapes shall not be erased without the
permission of the Engineer.
PART D - SPECIAL rtCONDITIONS
If the tapes are of such poor quality that the Engineer is unable to evaluate tlie condition of
the sewer line or to locate service connections, the Contractor shall be required to re-
televise and provide a good tape of the line at no additional cost to the City. If a good tape
cannot be provided of such quality that can be reviewed by the Engineer, no payment for
televising this portion shall be made. Also, no payment shall be made for portions of lines
not televised or portions where manholes cannot be negotiated with the television camera.
D. PAYMENT OF P�ST-CONSTRUCTION TELEVISION INSPECTION OF SANITARY
SEWERS: The cost for post-construction Television Inspection of sanitary sewers shall be per
linear foot of sewer televised. The Contractor shall provide the Engineer with tapes of a
quality that the particular piece of sewer can be readily evaluated as to sewer conditions and
for providing appropriate means for review of the tapes by the Engineer.
Television inspection shall include necessary cleaning (hydraulic jet or mechanical cleaner) to
provide video image required for line analysis. The quantity of T1% inspection shall be
measured as the total length of new pipe installed. All costs associated with this work shall be
included in the`appropriate bid item - Post-Construction Television Inspection.
The item si�all also include all costs of installing and maintaining any bypass pumping required
to provide reliable, regular sewer service to the area r'2sidents. All bypass pumping shall be
incidental to the project.
D-66 SAMPLES AND QUALITY CONTROL TESTING:
A. The Contractor shall furnish, at its own expense, certifications by a private laboratory for all
material's proposed to be used on the project, including a mix design for any aspfialtic and/or
Portland cement concrete to be used, and gradation analysis for sand and crushed stone to be
used along with the name of the pit from which the material was taken. The contractor shall
,:..>�,g �� -� SC-37
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PART D - SPECIAL CONDITIONS
provide manufacturer's certifications for all manufactured items to be used in the project and
will bear any expense related thereto.
B. Tests of the design concrete mix shall be made by the contractor's laboratory at least nine
days prior to the placing of concrete using the same aggregate, cement, and mortar which are
to be used later in the concrete. The Contractor shall provide a certified copy of the test
results to the City.
C. Quality coritrol testing of in-place material on this pr,oject will be performed by the city at its
own expense. Any retesting required as a result of failure of the material to meet project
specifications will be at the expense of the contractor and will be billed at commercial rates as
determined by the City. The failure of`the City to make any tests of materials shall in no way
relieve the contractor of its responsibility to furnish materials and equipment conforming to the
r�quirements, of the con#ract. .
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 a�d 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.
E. The Contractor shall provide a copjr of the trip ticket for each load of fill material delivered to
the job site. The ticket shall specify the name of the pit supplying the fill material.
D-67 TEMPORARY EROSION, SEDIMENT, AND WATER POLLUTION CONTROL:
A. DES�RIPTION: This item shall consist of temporary soil erosion sediment and water pollution
control measures deemed necessary by t(�e Engineer for the duration of the contract. These
control measures shall at no time,be used as a substitute for the pe�manent control measures
unless otherwise directed by the Engineer and they shall not include measures taken by the
CONTRACTOR to control conditions created by his construction operations. ' The temporary
measures shall include dikes, dams, �berms, sediment basins, fiber mats, jute netting,
temporary seeding, straw mulch, asphalt mulch, plastic liners, rubbfe liners, baled-hay retards,
dikes, slope drains and other devices.
B. CONSTRUCTION REQUIREMENTS: The Engineer has the authority to define erodible earth
and the authority to limit the surface area of er.odible-earth material exposed by� preparing
right-of-way, clearing and grubbing, the surface area of erodible-earth material exposed by
excavation, borrow and to direct the CONTRACTOR to provide temporary pollution-control
measures to prevent contamination of adjacent streams, other water courses, lakes, ponds or
other areas of water impoundment. Such work may involve the construction of temporary
berms, dikes, dams, sediment basins, slope drains and use of temporary mulches, mats,
seeding, or other control devices or methods directed by the Engineer as necessary to control
soil ero�ion. Temporary pollution-control measures shall be used to prevent or correct erosion
that may develop during construction prior fo installation of permanent pollution control
features, but are not associated with permanent control features on the project. The Engineer
will limit the area of preparing right-of-way, clearing and grubbing, excavation and borrow to be
proportional to the "CONTRACTOR'S capability and progress in keeping the finish grading,
mulching, seeding, and other such permanent pollution-control measures current in
accordance with the accepted schedule. Should seasonal conditions make •such limitations
�'�isis� SC-38
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PART D - SPECIAL CONDiTIONS
unrealistic, temporary soil-erosion-controf� measures shall be perFormed as directed by the
Engineer.
1. Waste or disposal areas and construction roads shall be located and constructed in a
manner that will minimize the amount of sediment entering streams.
2. When work areas or material sources are located in or adjacent to live streams, such
areas shall be separated from the stream by a dike or other barrier to keep sediment from
entering a flowing stream. Care shall be taken during the construction and removal of
such barriers to minimize the muddying of a stream.
3. All waterways shall be cleared as soon as practicable of false work, piling, debris or other
obstructions placed during construction operations that are not a part of the finished work.
�. . ,4. The�Contractor shall take sufficient.precautions to prevent pollution of streams, lakes and
D reservoirs with fuels, oils, bitumens, calcium chloride or other harmful materials. He shall
conduct and schedule his operations so as to avoid or minimize siltation of streams, lakes
and reservoirs and to avoid interference with movement of migratory fish.
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C. MEASUREMENT AND PAYMENT: All work, materials and equipment necessary to provide
temporary erosion control shall be considered subsidiary to the contract and no extra pay will
be given for this work.
D-68 lNGRESS AND EGRESS/OBSTRUCTION OF ACCESS TO DRIVES: The Contractor
shall provide ingress and egress to the property being crossed by this construction and adjacent
property when construction is not in progress and at night. Drives shall be left accessible at night,
on weekends, and during holidays. The Contractor shall conduct his activities to minimize
obstruction of access to drives and property during the progress of construction. Notification shall
be made to an owner prior to his driveway being removed and/or rebuilt.
D-69 PROTECTION OF TREES, PLANTS AND SOiL: All property along and adjacent to the
Contractors' operations including lawns, yards, shrubs, trees, etc., shall be preserved orrestored
after completion of the work, to a condition equal to or better than existed prior to start of work.
Any trees or other landscape features scarred or damaged by the Contractor's operations shall be
restored or replaced at the Contractor's expense. Trimming or pruning to facilitate the work will be
permitted only by experienced workmen in an approved manner� (No trimming or pruning without
the property owners' consent). Pruned limbs of 1" diameter or larger shall be thoroughly treated
as soon as possible with a tree wound dressing.
D-70 SITE RESTORATION: The contractor shall be responsible for restoring the site to original
Dgrade and condition after completion of his operations subject to approval of the Engineer. The
basis for approval by the Engineer will be grade restoration to plus minus one-tenth (0.1) of a foot.
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D-71 CITY OF FORT WORTH STANDARD PRODUCT LIST: Proposed products submitted in
the bid documents must appear in the latest "City of Fort Worth Standard Product List, for the bid
to be considered responsive. Products and processes listed in the "City of Fort Worth Standard
Product List, shall be considered to meet City of Fort Worth minimum technical requirements.
��sr�$ � SC-39
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PART D - SPECIAL CONDITIONS
D-72 STATE REVOLVING FUND (SRF) REQUIREMENTa This project, in addition to standard
City of Fort Worth requirements, may involve certain State requirements. These requirements, if
applicable, are provided in the following documents and should thoroughly be reviewed and
completed by the contractor. They include:
1. P'it`th�T'i�e'�of�ontir�c��D�cume�i�w;�ie�t�ti�sn
��3 �ED°-�,T�Q�f�a�tor�Rct�o�.�►ssu�a�ce
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Work required to conform to these requirements shall be° considered subsidiary and rio extra
payment will be made.
The SRF.requirements are included in Appendix A.
D-73� TOPSOIL, SOD.DING AND� SEEDING: This �item shall be perform`ed in accordance with the�•
City of Fort Worth Parks and Community Services Department Specifications for Topsoil, Sodding
and Seeding.
1. TOPSOIL
DESCRIPTION: This item will consist of furnishing and placing a minimum of six (6) inches of
topsoil, free from rock and foreign material, in all parkways and medians to the lines and
grades as established by the Engineer.
CONSTRUCTION METHODS: Topsoil will be secured from borrow sources as required to
supplement material secured from street excavation. All excavated materials from str��ts
which is suitable for topsoil will be used in the parkways and medians before any topsoil is
obtained from a borrow source. Topsoil material secured from street excavation shall be
stockpiled at locations approved by the Engineer, and at completion of grading and paving
operations, topsoil shall be placed on parkway areas so as to provide a minimum six (6)
inches of compacted depth of topsoil parkways.
2. SODDING
DESCRIPTION: � Sodding will consist of furnishing and planting Bermuda, Buffalo or St.
Augustine �grass in the areas between the curbs and walks, on terraces, in median strips, on
embankments or cut slopes, or in such areas as designated on the Drawings and in
accordance with the requirements of this Specification. Recommended Buffalo grass varieties
for sodding are Prairie and 609.,
MATERIALS: Sod shall consist of live and growing Bermuda, Buffalo or St. Augustine grass
secured from sources where the soil is fertife. Sod� to be placed during the dormant state of
these �,ras�e� s�rall� M�e�afi�e��a�� �'�Cegta�b�e. Bermuda and Buffalo grass sod shall have a
healthy, virile root system of dense, thickly matted roots throughout a�finro (2) inch minimum
thickness of native soil attached to the roots. St. Augustine grass sod shall have a�healthy,
virile root system 6f dense, thickly matted roots throughout a one (1) inch minimum thickness
of native soil attached to the roots.
�sis� SC-40
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Furrows parallel to the curb line or sidewalk lines, finrelve (12) inches on centers or to the
dimensions shown on the Drawings, shall be opened on areas to be sodded. In all
furrows, sod approximately three (3) inches square shall be placed on twelve (12) inch
centers at proper depth so that the top of the sod shall not be more than one-half (1/2) inch
below the finished grade. Holes of equivalent depth and spacing may be used instead of
furrows. The soil shall be firm around each block and then the entire sodded area shall be
carefully rolled with a heavy, hand roller developing fifteen (15) to twenty-five (25) pounds
per square inch compression. Hand tamping may be required on terraces.
� b. Block Sodding.
D At location� on the Drawings or where directed, sod blocks shall be carefully placed on the
prepared areas. The sod shall be so placed that the entire designated area shall be
covered, and any voids left in the block sodding shall be filled with additional sod and
D tamped. The entire sodded area shall be rolled and tamped to form a thoroughly compact
solid mass. SurFaces of block sod, which, in the opinion of the Engineer, may slide due to
the height or slope of the surface or nature of the soil, shall,. upon direction of the
Engineer, be pegged with wooden pegs driven through the sod block to the firm earth,
Dsufficiently close to hold the block sod firmly in place.
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When necessary, the sodded areas shall be smoothed after planting has been completed
and shaped to conform to the cross-section previously provided and existing at the time
sodding operations were begun. Any excess dirt from planting operations shall be spread
uniformly over the adjacent areas or disposed of as directed by the Engineer so that the
completed surface will present a sightly appearance.
The sodded areas shall be thoroughly watered immediately after they are planted and shall
� be subsequently watered at such times and in a manner and quantity directed by the
Engineer until completion and final acceptance of the project by the City of Fort Worth.
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The sod shall be free from obnoxious weeds or other grasses and shall not contain any matter
deleterious to its growth or which might affect its subsistence or hardiness when transplanted.
Sod to be placed between curb and walk and on terraces shall, be the same type grass as
adjacent grass or existing lawn.
Care shall be taken at all times to retain native soil on the roots of the sod during the process
of excavating, hauling, and planting. Sod material shall be kept moist from the time it is dug
until planted. When so directed by the Engineer, the "sod existing at the source shall be
watered to the°extent required prior to excavating. S`od material shall ,be planted within three
days after it is excavated. '
CONSTRUCTION METHODS: After the designated areas have been completed to the lines,
grades, and cross-sections shown on the Drawings and as provided for in other items of the
contr.act,. sodding,.flf the type specified shall° be performed in accordance with the requirements
hereinafter described. � Sodding shall be either "spot" or "block' ; either Bermuda, Buffalo or St.
Augustine grass. -
a. Spot Sodding
x'`�i�� SC-41
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PART D -�SPECIAL CONDITIONS
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3. SEEDING
DESCRIPTION: "Seeding" will consisS of preparing ground, providing and planting seed. or a
mixture of seed of the kind specified along and across such areas as may. be designated on
the Drawings and in accordance with these Specifications. )
MATERIALS:
a. General. All seed used must'carry a Texas� �Testing Seed label showing purity and
germination, name, type of seed, and that the seed meets all requirerrients of the Texas
Seed Law. Seed furnished shall be of the previous season's crop and the date of analysis
shown on each tag shall be within nine (9) months of time of delivery to the project. Each
variety of seed shall be furnished anci delivered in separate bags or containers. A sample
of each variety. of �eed shall be furnished for analysis and testing when directed by the
� Engineer. - ' . � �
The specified seed shall equal or exceed the following percentages of Purity and
germination: �
Common Name
Common Bermuda Grass
Annual Rye Grass
Tall Fescue
Western Wheatgrass
Buffalo Grass Varieties
Top Gun
Cody
Purity
95%
95%
95%
95%
95%
95%
Germination
90%
95%
90%
90%
90%
90%
Table 120.2.(2)a.
URBAN AREA WARM-SEASON SEEDING RATE (Ibs.); Pure Live Seed (PLS)
Mixture for Clay or Tight SoilsMixture for
Sandy Soils
Dates . (Eastern Sections) (Western Sections) (All Sections)
Feb 1 Bermudagrass 40° Buffalograss, 80 Bermudagrass 60
to Buffalograss 60 Bermudagrass 20 Buffalograss 40
May 1
' Total: 100• Total: 100 Total: 100
Table, 120.2.(2)b
TEMPORARY COOL-SEASON SEEDING RATE; (Ib.) Pure Live Seed (PLS�
Dates
Aug 15
to
May 1
(All Sections)
Tall Fescue
Western Wheatgrass
Annual Rye
50
50
50
p�,.
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Total: 100
CONSTRUCTION METHODS: After the designated areas have been completed to the �lines,
grades, and cross-sections shown on the Drawings and as provided for in other items of this
Contract, seeding of the type specified shall be performed in accordance with the
requirements hereinafter`described.
a. Watering. Seeded areas shall be water'ed as directed by the Engineer so as to prevent
washing of'the slopes or dislodgment of the seed.
("'j b. Finishing. Where applicable, the shoulders, slopes, and ditches shall be smoothed after
�.�� seed bed preparation has been completed and shaped to conform to the cross-section
previously provided and existing at the time planting operations were begun.
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BROADCAST SEEDING: The seed or seed mixture i� the qu�ntity specified shall be uniformly
distributed over the areas shown on the Drawings and where directect. If the sowir�g of seed. is
by hand, rather than by mechanical methods, the seed shall be sown in two directions at right
angles to each other. Seed and fertilizer shall be distributed at the same time provided the
specified uniform rate of application for both is obtained. "Finishing" as specified in Section D-
46, Construction Methods, is not applicable since no seed bed preparation is required.
DISCED SEEDINGc Soil over the area shown on the Drawings as directed to be seeded shall
be loosened to a minimum depth of three (3) inches and all particles in the seed bed shall be
reduced to less than one (1) inch in diameter or they shall be removed. The area shall then be
finished to line and grade as specified under "Finishing" in Section D-46, Construction
Methods. �
The seed, or seed mixture, specified shall then be planted at the rate required and the
application shall be made uniformly. If the sowing of seed is by hand rather than by
mechanical methods, seed shall be raked or harrowed into the soil to a depth of approximately
one-eight (1/8) inch. The plan#ed area shall be rolled with a corrugated roller of the
"Cultipacker" type. All rolling of the slope areas shall be on the contour.
ASPHALT MULCH SEEDING: The soil over the area shown on the Drawings, or as directed to
be seeded, shall be loosened to the minimum depth of three (3) inches and all particles in the
seed bed shall be reduced to less than one (1) inch in diameter, or they shall be removed.
The area shall then be finished to line and grade as specified -under "Finishing" in Section D-
46, Construction Methods. _
Water shall then be applied to the cultivated area of the seed bed until a minimum depth of six
(6) inches is thoroughly moistened.
After the watering, when the ground has become sufficiently dry to be loose and pliable, the
seed, or seed mixture specified, shall then be planted at the rate required and the application
shall be made uniformly. If. the sowing of seed is by hand, rather than mechanical methods,
the seed shall be sown in finro directions at right angles to each other. Seed and fertilizer may
be distributed at the same time, provided the specified uniform rate of application for both is
obtained. After planting, the seed shall be raked or harrowed into the soil to a depth of
approximately one-quarter (1/4) inch. The planted surface area and giving a smooth surface
without ruts or tracks. In between the time compacting is completed and the asphalt is
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PART D - SPECIAL CONDITIONS
applied, the planted area shall be watered sufficiently to assure uniform, moisture from the
surface to a minimum of six (6) inches in depth.
The application of asphalt shall follow the last watering as rapidly as possible. Asphalt shall be
of the type and grade. as shown on the Drawings. and shall conform to the requirements of the
item 300, "Asphalts, Oils and Emulsions'�. If the type of asphalt to be used is not shown on the
Drawings, or if Drawings are not included, then MS-2 shall be used. Applications of the
asphalt shall be at a rate of three-tenths (0.3) gallons per square yard. It shall be applied to
the area in such a manner so that a complete film is obtained and the finished surface shall be
comparatively smooth.
RE-SEEDING OF AREAS PLANTED WITH COOL SE,ASONS SPECIES: Areas where
tempor�ry cool season species have been planted may be replanted �beginning February 1
with� warm season species as listed in Table 120.2(2)a. The re-seeding. will be, achieved in the
'following manner.. 'The cool season species shall be mowed down to a�ieight of one ('C) in�h
to insure that slit-seeding equipment will be able to cut through the turf and achieve adequate
soil penetration.
* Slit-seeding, is achieved through the use of an ,implement which cuts a furrow (slit) in the soil
and places the seed in the slit which is then pressed close with a cultipacker wheel.
CONSTRUCTION WITHIN PARK AREAS
TURF RESTORATION OF PARK AREAS: FERTILIZER
DESCRIPTION: "Fertilizer" will consist of providing and distributing fertilizer over such areas
as are designated on the Drawings and in accordance with these Specifications. .
MATERIALS: All fertilizer used shall be delivered in bags or containers clearly labeled showing
the analysis. The fertili�er is subject to testing by the City of Fort Worth in accordance with the
Texas Fertilizer Law. A pelleted or granulated fertilizer shall.be used with an analysis of 16-
20-0 or 16-5-8 or having the analysis shown on the Drawings. The figures in the analysis
represent the percent of nitrogen, phosphoric acid; and potash nutrients respectively as
determined by the methods of the Association of Official Agricultural Chemists.
In the event it is necessary to substitute a fertilizer of a different analysis, it shall be a pelleted
or granulated fertilizer with a lower concentration. Total amount of nutrients furnished and
applied per acre shall equal or exceed that specified for each nutrient.
CONSTRUCTION METHODS: When an item for fertilizer is included in the Drawings and
proposal, pelleted or granulated fertilizer shall be applied uniformly over the area specified to
be fertilized and in the manner directed for the particular item of work. Fertilizer shall be dry
and in good physical condition. Fertilizer that is powdered to caked will be rejected.
Distribution of fe�tilizer as a particular item of work shall' meet the approval of the Engineer.
Unless otherwise indicated on the Drawings, fertilizer, shall be applied uniformly at the average
rate of three hundred (300) pounds per acre for all types of "Sodding" and four hundred (400)
pounds per acre for all types of "Seeding".
fi��aa ' SC-44
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MEASUREMENT: Topsoil secured from borrow sources will be measured° by the square yard
in place on the project site. Measurement will be made only on topsoils secured from borrow
sources.
Acceptable material for "Seeding" will be measured by the linear foot, complete in place.
Acceptable material for "Sodding" will be measured by the linear foot, complete in place.
Acceptable material for "Fertilizer" shall be subsidiary to the price of sodding or seeding.
PAYMENT: All work ,performed as ordered and measured as provided under "Measurement"
shall be paid for at the unit price bid for each item of work. Its price shall be full compensation
for excavating (except as noted below), loading, hauling, placing and furnishing all labor,
equipment; tools, supplies, and incidentals necessary to complete wock.
� All labor, equipment, tools and incidentals necessary to supply, transport, stockpile and place
topsoil or salvage topsoil as specified shall be included in "Seeding" or "Sodding" bid items
and will not be paid for directly.
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"Spot sodding" or "block sodding" as the case may be, will be paid for at the contract unit price
per square yard, complete in place, as provided in the proposal and contract. The contract
unit price shall be the total compensation for furnishing and placing all sod; for all .rolling and
tamping; for all watering; for disposal of all surplus materials; and for all materials, labor,
equipment, tools and incidentals neces.sary 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"
D shall be paid for at the unit price for "Seeding", or "Sodding", of the type specified, as the case
may be, which price shall each be full compensation for furnishing all materials and for
perForming all operations necessary to complete the work accepted as follows:
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Fertilizer material and application will. not be measured or paid for directly, but is considered
subsidiary to Sodding and Seeding.
D-74 CONFINED SPACE ENTRY PROGRAM: It shall be the responsibility of the contractor to
implement. and. maintain a variable "CONFINED SPACE ENTRY PROGRAM" which must meet
OSHA requirements for all its employees and subcontractors at all times during construction. All
active sewer manholes, regardless of depth, are defined by OSHA as "permit required confined
spa�es". Contractors shall submit an acceptable "CONFINED SPACE ENTRY PROGRAM" for
all applicable manholes and maintain an active file for these manholes. The cost of complying
with this program shall be subsidiary to the pay items involving work in confined spaces.
D-75 SUBSTANTIAL COMPLETION INSPECTION/FINAL INSPECTION:
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,�s�a SC-45
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PART D - SPECIAL CONDITIONS
1. Prior to the finai inspection being conducted for the project, the contractor shall contact the
city inspector in writing when the entire project or a designated portion of the project is
substantially complete.
2. The inspector alQng with appropriate City staff and the City's consultant shall make an
inspection of the substantially completed inrork and prepare and submit to the contractor a
list of items needing to be completed or corrected.
3. The contractor shall take immediate steps to rectify the listed deficiencies and notify the
owner in writing when all the items have been com"pleted or corrected.
4. Payment for substantial completion inspection as well as final inspection shall be
subsidiary to the project price. Contractor shall still be required to address all other .
deficiencies.which are discovered at the time of final inspection. ,
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5. Final inspection shall be in conformance with general condition item "C5-15.18 Final
Inspection" of PART C- GENERAL CONDITIONS. �
D-76 EXCAVATION NEAR TREES:
1. The Contractor shall be responsible for taking measures to minimize damage to tree limbs,
tree trunks, and tree roots at each work site. All such measures shall be considered as
incidental work included in the Contract Unit Price bid for applicable pipe or structure
installation except for short tunneling/tree augering.
2. Any and all trees located within the equipment operating area at each work site shall, at
the direction of the Engineer, be protected by erecting a"snow fence" along the drip line or
edge of the tree root system between tree and the construction area.
3. Contractor shall inspect each.work site in advance and arrange to have any tree limbs
pruned that might be damaged by equipment operations. The Engineer shall be notified at
least 24 hours prior to any tree trir'tmming work. No trimming work will be permitted within
private property without written permission o� the Owner.
4. Nothing shall_•be stored over the tree root system within the drip line area of any tree.
5. Before excavation (off the roadway) within the drip line area of any tree, the earth shall be
sawcut for a minimum depth of 2 feet.
6. At designated locations shown on the drawings, the "short tunnel" method using Class 51
D.I. pipe shall be utilized.
7. Except in areas where clearing is allowed, all trees up to 8" in diameter damaged during
construction shall be removed and replaced with the same type and diameter tree at the
contractor's expense.
8. Contractor shall employ a qualified landscaper for all the work required for tree care to
ensure utilization of the best agricultural practices and procedures.
��� SC-46
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9. Short tunneling shall consist of power augering or hand excavation. �"he tunnel diameter
shall not be larger than 1-1/2 times the outside pipe diameter. Voids remaining after pipe
installation shall be pressure grouted.
D-77 CONCRETE ENCASEMENT OF SEWER PIPE: Concrete encasement of sewers shall be
paid for at the Contract Unit Price per linear foot of concrete encasement as measured in place
along the centerline of the pipe for each pipe diameter indicated. The Contr.act Unit Price shall
include all costs associated with installation and reinforcement of the concrete encasement.
D-78 CLAY DAM: Clay dam construction shall be performed in accordance with the
Wastewater Clay Dam Construction, figure 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 reduce groundwater percolation through the pipeline trench.
Construction material shall consist of compacted bentonite� clay or 2:27 concrete. Payment for
work such as forming, placing and finishing shall be subsidiary to the price bid for pipe installation.
�='7':� ��PLUT��I
��ri�jri������f�,�afia
�.�: ,.s , � .
/�1� Ioca'ti0ns� ide�fif
�olej,., �;Q I�oca�e ��n.
r,�ajr�6e��ir� potential
ari explcttai�i�ry� exca�atien� �I�
a , � ;�.x�s
���<un�ergrou�d', utilit� ainrher�yit
explorat�ryr,g ex�a�,ation��shall�`�e
ations�. denc�tec��ori th�xp�ans� o�
if� fndings '�ncf�ading� s�,�vey��i
� of`#constru�tior�:'of tFte�"e�t �e
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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 contractnr shall �be liable for any and all damages incurred due to the
exploratory excavation (D-Hole). �
�ayrre�� shall not b��rr�a�ie' for �eri�catior►,;�f ewstic�c� utiliti�s� �er item ��D-��.� ,Pa�meni��far
� expl'orator5r e��a�ratrn�� �D*E-�o�l�e� at� location� ��de�tifed, o`n� tt� �(ans o� a� dir.ected�`�y ��e
� R cA �.�%^ xi: S�g, q g " �' S �'u. ��� i}e
�"'Y I � � �, � y � ,� _ r k.
�n�ineer*�sh�ll� incl�atl�'�ulC�.co�n�ens�ti�n for°all materiats, ���c��atio�r, surface �e�to�afi��,afi'ie�'ci
�, � �r: y �� � � �,,. � ���:
D s��ceys; anc� aIF`rincidental� �necess�ryu•Co comp�ete ,the "work� shalla�be° the �urnt' price bid' [�fo
pa��e�� sliall ��made��fo��exp(�ratorx excava�ion(s), �onductedaafter coristructiorr f�a��begun.
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D-80 INSTALLATION OF WATER FACILITIES �
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80.1 Polyvinyl Chloride (PVC) Water Pipe: POLYVIf�YL Chloride Plastic Water Pipe
and fittings on this Project shall be in acCordance with the rf�aterial standard contained in the
General Contract Documents. Payment for work sucf� as backfill, bedding, blocking,
detectable tapes and all other associated appurtenant requiFed, shall be included in the linear
foot price bid of the appropriate BID ITEM(S). �
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w�� kI�L�}: TGi� .�a�atractor �stiall� ber respon�ibf� fo�
r� prt��°to��o�st�uct�o,�rr; firracco�dance wit�r,iterrt�D �2.
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80.2 Blocking: Concrete biocking on this Project will necessarily be required, as shown
on the Plans and shall be installed in accordance with the General Contract Documents. All
valves shall have concrete •blocking provided for supporting. No separate payment will be
made for any of the work involved for the item and all costs incurred will be considered to be
included in the linear foot bid price of the pipe or the bid price of the valve.
80.3 Type of Casing Pipe:
1. WATER:
The casing pipe for open cut and bored or tunneled section shall be AWWA C-200
Fabricated Electrically Welded Steel Water Pipe, and shall conform to the provisions of E1-
15, E1-5 and E1-9 in Material Specifications of General Contract Documents and
Specifications for Water Department Projects. The steel casing pipe shall be supplied as
follows:
For the inside and outside of casing pipe, coal-tar protective coating in accordance with the
requirements of Sec. 2.2 and related sections in AW1NA C-203.
Touch-up after field w�elds shall provide coating equal to those specified above.
C. Minimum thickness for casing pipe used shall be 0.375 inch.
Stainless Steel Casing Spacers (centering style) such as manufactured by Cascade
Waterworks Manufacturing Company or an approved equal shall be used on all non-
concrete pipes when installed in c�sing. Installation sllall be as recommended by the
manufacturer.
2. SEWER:
Boring used on this project shall be in accordance with the material standard E1-15 and
Construction standard E2-15 �as per Fig. 110 of the General Contract Documents.
3. PAYMENT:
Payment for all materials, labor, equipment, excavation, concrete grout, bacicfill, and
incidental work shall be included in the unit price bid per foot:
80.4 Tie-Ins: The Contractor shall be responsible for making tie-ins to the existing
water mains. It shall be the responsibility of the Contractor to verify the exact location and
elevation of. the� existing line tie-ins. And° any differences in locations and el�vation of
existing line tie-ins between the contract drawings and what may be encountered in the
field shall be considered as incidental to construction. The cost of making tie-ins to
existing water or sanitary sewer main� shall be included in the linear foot bid price of the
pipe.
80.5 Connection of Existing Mains: The Contractor shall determine the exact
location, elevation, configuration and angulation of existing water or sanitary sewer lines
prior to manufacturing of the connecting piece. Any differences in locations, �levation,
configuration, and or angulation of existing lines befinreen the contract drawings and what
may be encountered in the said work shall be considered as incidental to construction.
Where it is required to shut down existing mains in order to make proposed connections,
such down time shall be coordinated.with the Engineer, and all efforts shall be made to
keep this down time to a minimum. In case of shutting down an existing main, the
SC-48
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Contractor shall notify the Manager, Construcfion Services, Phone 87"1=7813, at least 48-
hours prior to the required shut down time. The Contractor's attention is directed to
Paragraph C5-5.15 INTERRUPTION OF SERVICE, Page C5-5(5), PART C- GENERAL
CONDITIONS OF THE WATER DEPARTMENT GENERAL CONTRACT DOCUMENTS
aND GENERAL SPECIFICATIONS. The Contractor shall notify the customer both
personally and in writing as to the locatiora, time, and schedule of the service interruption.
The cost of removing any existing concrete blocking shall be included in the cost of
connection. Unless bid separately all cost incurred shall be included in the linear foot price
bid for the appropriate pipe size.
80.6 Valve Cut-Ins: It may be necessary to cut-in gate valves to isolate the water main
from which the extension and/or replacement is to be connected. This may require closing
valves in other lines and putting consumers out of service for that period of time necessary
to cut in the new valve; the work must be� expedited to the utmost and al.l such cut-ins must
be coordinated witfi. the enginesr in charge ofi inspectibn. All consumers shall be
individually advised prior to the shut out and advised of the approximate length of time they
may be without service.
Payment for work such as backfill, bedding, fittings, blocking and all other associated
appurtenants required, shall be included in the price of the appropriate bid items.
D 80.7 Water Services: The relocation, replacement, or reconnection of water services
will be required as shown on the plans, and/or as described in these Special Contract
Documents in addition to those located in the field and identified by fhe Engineer.
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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 bran�hes. All materials used shall be as specified in the M�terial Standards (E1-
17 & E1-18) contained in the General Contract Documents.
All water services to be replaced shall be installed at a minimum depth of 36 inches below
final grade.
All existing 3/4-inch water service lines which are to be replaced shall be replaced with 1-
inch Type K.copper, 1-inch diameter tap s�ddle when required, and 1-inch corporation
from the main line to the meter box.
All services which are to be replaced or relocated shall be installed with the service main
tap and service line being in line with the service meter unless otherwise directed by the
Engineer.
A minimum of 24 hours advance notice shall be given when service interru�ition will be
required as specified in Section C5-5.15 INTERRUPTION OF SERVICE.
All water service meters shall be removed, tagged, and collected by the contractor for
� ,pickup by the Water Department for reconditioning or replacement. After installation of the
water service in the proposed location and receipt of a me'ter from the project inspector the
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PART D. - SPECIAL CONDITIONS
contractor shall install the meter. The meter box shall be reset as necessary to be flush
with existing grqund or as otherwise directed by the Engineer. All such work
on the outlet side of the service meter shall be performed by a licensed plumber.
1. WATER SERVICE REPLA,CEMENTS: Water service replacement or relocation is
required when the existing service is lead or is too shallow to avoid breakage during street
�'econstruction. The contractor shall replace the existing service line with Type K copper
from the main to the meter, curb stop with lock wings, and corporation stop.
Payment for all work and materials such as backfill, fittings, type K copper tubing, curb
stop with lock wings, service line adjustment, and any relocation of up to 12-inches from
center line existing meter location to center line proposed meter location shall be included
in the Linear Foot price bid for Copper Service Line from Main to five (5) feet behind Meter.
Any vertical adjustment .of c.ustomer service line within the 5 foot area shall be subsidiary.
to the service installafion. . � � � '�
Payment for all work and materials such as tap saddle (if required), corporation stops, and
fittings shall be included in the price bid for Service Taps to Main.
2. WATER SERVICE RECONNECTION: Water service reconnection is required when the
existing service is copper and at adequate depth to avoid breakage during street
reconstruction. �The contractor shall adjust the existing water service line as required for
reconnection and furnish a new tap with corporation stop. The contractor will be paid for
one (1) Service Tap to Main for each service reconnected plus for any copper service line
used in excess of five (5) feet from Main to five (5) feet behind the Meter.
��. �
�,'virilf bea
�uct� as��ba���l� fittings�Yf
�equipmen�tYused°i�� and
"service�t�ete�re(o�catimr�:,
'licens�d� pl�iiiber s�ial
ie'r�'.�osts�will be,ai�iefude
�r'�� p�ice
.w:
r,'�ate bid
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T�ti��ifeirr,° wilh afsa�be����se� tax���y for���al� serviee�-meter ,a�dF ��t����box� `r�lacations° as
r�qui�ed��i,�, the Engi`n�er w�aer��t�i� se�ii'�e line is `'n�o� being repl"�ced����;�4d��ast�rtent�b� o�ly
��i��m'e�e�%box a��cus�oi'ner s�ivi�e�°'line wit�%i� �5° feet distaGrce. bekii��rt�e�jineter= �wilt nOt
usti �'s�e a�a�e° a� e � � ° �
� � }� p��r �,a��aa�y tim� Lo�atio,�as�with �nultiple,serviCe� b�anc�esiniill be paicl
�ic�.as�one servic�=�re�er;anc�.eneter tro�;�elocatio�;
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(when required),
and meter box.
PART D - SPECIAL CONDITIONS
When new services are required the contractor shall install tap saddle
corporation stop, type K copper service line, curb stop with lock wings,
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Payment for all work and materials such as backfill, fittings, type K copper tubing, and �urb
stop with lock wings shall be included in the Linear Foot price bid for Service Line from
Main to Meter five (5) feet behind the meter.
Payment for all work and materials such as tap saddle, corporation stops, and fittings shall
be included in the price bid for Service Taps to Mains.
Payment for all work and materials such as furnishing and setting new meter box shall be
included in the price bid for furnish and set meter box.
5. MULTIPLE SERVICE BRANCHES: When multiple service brariches are .required the ..
contractor shall furnish approved factory manufactured branches.
Payment for multiple service branches will include fumishing and installing the multiple service
D branch only and all other cost will be included in other appropriate bid item(s).
6. MULTIPLE STREET SERVICE LINES TO SINGLE SERVICE METER: Any multiple
service lines with taps servicing a single service meter encountered during construction
� shall be replaced with one service line that is applicable for the size of the existing service
meter and approved by the Engineer.
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Payment shall�be made at the unit bid price in the appropriate bid item(s).
80.8 2-Inch Temporary Service Line: The 2-inch�temporary service main and 3/4-inch
service lines shall be installed to provide temporary water service to all buildings that will
necessarily be required to have severed water service during said work. The contractor
shall be responsible for coordinating the 'schedule of the temporary service connections
and permanent service reconnections with the building owners and the Engineer in order
that the work be performed in an expeditious manner. Severed water service must be
reconnected within 2 hours of discontinuance of service.
A 2-inch tapping saddle and 2-inch corporation stop or 2-inch gate valve with an
appropriate fire hydrant adapter fitting shall be required�at the•temporary service point of
connection to th� City water supply. The 2-inch temporary service main and 3/4-inch
service lines shall be installed in accordance to the attached figures 1, 2 and 3. 2"
temporary service' line shall be cleaned and sterilized by using chlorine gas or chlorinated
lime (HTH) prior to installation.
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A two-inch meter will be furnished� by the Water Department Meter Shop and installed by
the Contractor at its point of connection to the City water supply for record keeping
purposes only. The out-of-service meters �hall be removed, tagged and collected by the
Contractor for delivery to the Water Department Meter Shop for reconditioning or
replacement. Upon restoring permanent se�rvice, the ContGactor shall re-install the meters
at the correct location. The meter box shall be reset as necessary to be flush with the
existing ground or as otherwise directed by the Engineer.
SC-51
PART D - SPECIAL �ONDITIONS
The temporary service layout shall have a minimum available flow rate of 5 GPM at a
dynamic pressure of 35 PSI per service tap. This criteria shall be used by the Contractor to
determine the length of temporary service allowed, number of service taps and number of
feed points. �
When the temporary service� is required for more than one location the 2-inch temporary
service pipes, 3/4-inch service lines and the 2-inch meter shall be moved to the next
successive project location.
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Payment for work such as fittings, 3/4-inch service lines, asphalt, barricades, all service Q
connections, removal of temporary services and all other associated appurtenants
required, shall be included� in the appropriate bid item.
80.9 Adjust Manholes, and Vaults. (Utility Cut): Contractor will be responsible for
adjusting water valve boxes, manholes and�vaults to match`new pavement grade. �The unit
price bid will be full payment for materials including all labor, equipment, tools and
incidentals necessary to complete the work.
80.10 Adjust Water Valve Boxes: Contractor will be responsible for adjusting water
valve boxes to match new pavement grade. The water valves themselves will be adjusted,
if necessary, by City of Fort Worth Water Department forces.
Prior to the beginning of work, the Contractor shall make an inventory of the condition of
existing water valve boxes. The Construction Engineer will field verify this inventory and
provide the Contractol replacements for broken valve boxes. The contractor shall replace
the valve boxes which are damaged during construction at no cost to the City.
The unit price bid per each will be full compensation for all labor, materials, equipment,
tools, and incidentals necessary to complete the work.
80.11 Purging and Sterilization of Water Lines: Before being placed into service all
newly constructed water lines shall be purged and sterilized in accordance with E2-24 of
the General Contract Documents and Specifications ex�ept as modified hereirr� "�Tfie
�o�tr��tc��wilk`fta�riis��a��� "�ec"f�ii�1�1��`�L�����anini��a���;.ste�ilizatio f�����wate��li'�es. ��II
R� LV6 f.A ' {XY�� R � R C Ii M � .��
ys'N � ',r.� s �a` Ya y ''sF +.r � .e, x "�-� � �34sur � � .�.� ,. � . '� �r �' � c�'".,"v �F:��.;;. � , �� . - � � t
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�h"%��ne�'�a�o���ilc���`�ra�ec��li�( �,'���* �rall�'b�=��n,is�h,e�"b�`�t�P��, �tr��� Chlorinated
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lime (HTH) shall be used in sufficient quantities to provide a chlorine residual of fifty (50)
PPM. The residual of free chlorine shall be measured after 24 hours and shall not be less
than 10 parts per million of free chlorine. Chlorinated water shall be disposed of in the
sanitary sewer system. Should a sanitary sewer not be available, chlorinated water shall
be "de-chlorinated" prior to disposal. The line may not be placed in service until two
successive sets of samples, taken 24 hours apart, have met the established standards of
purity.
Purging and sterilization of the water lines shall be considered as incidental to the project
and all costs incurred will be considered to be included in the linear foot bid price of the
pipe.
��i���� SG52
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80.12 Work Near Pressure Plane Boundaries: Contractor shall take note that the
water line to be replaced under this contract may cross or may be in close �roximity to an
existing pressure plane boundary. Care shall be taken to �ensure ali "pressure plane"
valves installed are installed closed arid no �ross connections are made between pressure
planes
80.13 Water Sample Station:
GENERAL:
All water sampling station installations will be per attached Figure 34 or as required in
large water meter vaults as per Figure 33 unless otherwise directed by the Engineer.
The appropriate water sampling station will be furnished to the Contractor free of charge;
however, the Contractor will be required to, pick up this item at the Field Operations
Warehouse. . .
P�4YMENT FOR FIGURE 34 INSTALLATIONS: Payment for all w�rk and materials
necessary for the installation of the 3/4-inch type K copper service line will be shall be
included in the price bid for copper Service Line from Main to Meter.
Payment for all work and materials necessary for the installation tap saddle (if required},
corporation stops, and fittings shall be included in the price bid for Service Taps to Main.
Payment for all work and materials necessary for the installation of the sampling station,
D concrete support block, curb stop, fittings, and an incidental 5-feet of type K copper service
line which are required to provide a complete and functional water sampling station shall
be included in the price bid for Water Sample Stations.
� PAYMENT FOR FIGURE 33 INSTALLATIONS: Payment for all work and materials
necessary for the installation tap saddle, 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 materials necessary for the installation of the sampling station,
modification to the vault, fittings, and afl type K copper service line which are required to �
provide a complete and functional water sampling station shall' be included in the price bict
for Water Sample Stations. , �
D-81 SPRINKLING FOR DUST CONTROL:
All applicable provisions of Standard Specifications Item 200, "Sprinkling for Dust Control" shall
apply. However, no direct payment will be made for this item and it shall be considered to this
contract.
D-82 DEINATERING:
The Contractor shall be responsible for determining the method of dewatering operation for the
water or sewage flows from the existing mains and ground water. The Contractor shall be
responsible for damage of any nature resulting from the dewatering operations.
��i�s SC-53
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PART �D - SPECIAL CONDITIONS
The �ISCHARGE from any dewate�ing operation shall be conducted as approved by the
Engineer. Ground.water shali not be discharged into sanitary sewers.
Dewatering shall be considered as incidental to a construction and all costs incurred will be
considered to be included in the project price.
D-83 TRENCH EXCAVATION ON DEEP TRENCHES:
Contractor to prevent any water flowing into open trench during construction. Contractor shall not
leave excavated� trench open avernight. Contractor shall fill any trench the same day of
excavation. No extra payment shall be allowed for this special condition.
D-84 tREE PRUNING:
A. REFERENCES: National Arborist Association's "Pruning Standards for Shade Trees".
B. ROOT PRUNING EQUIPMENT � ' '
1. Vibratory Knife
2. Vermeer V-1550RC Root Pruner
C.
NATURAL RESOURCES PROTECTION FENCE
1. Steel "T" = Bar stakes, 6 feet long.
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2. Smooth Horse-Wire:, 14-1/2 gauge (medium gauge) or 12 gauge (heavy gauge).
3. Surveyor's Plastic Flagging: "Tundra" weight, International fluorescent orange or red
color.
4. Combination Fence: Commercially manufactured combination soil separator fabric on
wire mesh backing as shown on the Drawings.
D. ROOT PRUNING
1. Survey and stake location of root pruning trenches as shown on drawings.
2. Using the approved specified equipment, make a cut a minimum of �6 inches deep in
order to minimize damage to the undisturbed root zone.
3. Backfill and compact the trench immediately after trenching.
4. Place a 3-foot wide by 4-inch deep cover of mulch over the trench as required by the
Engineer.
5. Within 24 hours, prune flush with ground and backfill any exposed roots due to
construction activity. Cover with wood chips of mulch in order to equalize soil
terriperature and minimize water loss due to evaporation.
���� � SC-54 '
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PART D - SPECIAL CONDITIONS
6. Limit any grading work within conservation areas to 3-inch maximum cut or fill, with no
roots over 1-inch diameter being cut unless cut�by hand or cut by specified methods,
equipment and protection.
MULCHING: Apply 2-inches to 4-inches of wood chips from trimming or clearing operation
on areas designated by the Engineer.
Tree Pruning shall be considered subsidiary to the project contract price.
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� D-85 TREE REMOVAL:
Trees to be removed shall be removed using applicable methods, including stump and root ball
D removal, lo�ading, hauling and dumping. Extra caution shall be taken to not disrupt existing utilities
both overhead and buried. The Contractor shall immediately repair or replace any damage to
utilities and private property including, but not limited to, water and sewer services, pavement,
� fences, walls, sprinkler system piping, etc., at no cost to the Owner. All costs for tree removal,
including temporary service costs, shall be considered subsidiary to the project contract price and
no additional payment will be allowed.
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ADDITIONAL
SPE�IAL CONDITIONS
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PART DA - ADDiT10NAL SPECIAL CONDITIONS
DA-1 PIPELINE R�HABILITATION CURED-IN-PLACE PIPE ......................:...........................Omitted
DA-2 PIPELINE REHABILITATION PIPE ENLARGEMENT SYSTEM .......................................ASC-3
DA-3 PIPELINE REHABILITATION FOLD AND FORM PIPE ..................................................Omitted
DA-4 SLIPLINING ..................................................................................................................../ASC-10
DA-5 PIPE INSTALLED BY OTHER THAN OPEN CUT.....� .....................................................ASC-17
DA-6 SERVICE LINE POINT REPAIR / CLEANOUT REPAIR .................................................Omitted
DA-7 PROTECTIVE MANHOLE COATING FOR CORROSION PROTECTION ...................... ASC-20
DA=8 MANHOLE REHABILITATION ITEMS ..........:..................................................................Omitted
DA-9 SURFACE PREPARATION FOR MANHOLE REHABILITATION ......................,.............Omitted
DA-10 INTERIOR MANHOLE COATING - MICROSILICATE MORTAR SYSTEM .................... Omitted
DA-11 INTERIOR MANHOLE COATING - QUAD�X SYSTEM ..................................................Omitted
DA-12 INTERIOR MANHOLE COATING - SPRAYWALL SYSTEM ...........................................ASC-23
DA-13 INTERIOR MANHOLE COATING - RAVEN LINING SYSTEM .......................................ASC-25
DA-14 INTERIOR MANHOLE COATING - PERMACAST SYSTEM WITH EPDXY LINER....... Omitted
DA-15 RIGID FIBERGLASS MANHOLE LINERS .......................................................................Omitted
DA-16 PVC LINED CONCRETE WALL RECONSTRUCTION ....................................................Omitted
DA-17 PRESSURE GROUTING ................................ r ...............................................................ASC-28
DA-18 VACUUM TESTING OF REHABILITATED MANHOLES .................................................Omitted
DA-20 LOCATION AND EXPOSURE OF MANHOLES AND WATER VALVES ......................... Omitted
DA-19 FIBERGLASS MANHOLES .............................................................................................fJmitted
DA-21 REPLACEMENT OF CONCRETE CURB AND GUTTER ....:...........................:...............ASC-31
DA-22 REPLACEMENT OF 6" CONCRETE DRIVEWAYS ........................................................ASC-32
DA-23 REPLACEMENT OF H.M.A.C. PAVEMENT AND BASE .................................................ASC-32
DA-24 GRADED CRUSHED STONES .......................................................................................Amitted
DA-25 WEDGE MILLING 2" TO 0" DEPTH 5.0' WIDE .........................:.....................................Omitted
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PART DA - ADDITIONAL SPECIAL CONDITIONS
DA-26 BUTT JOINTS - MILLED ................:................................................................................Omitted
DA-27 2" H.M.A.C. SURFACE COURSE (TYPE "D" MIX) ..........................................................ASC-33
DA-28 REPLACEMENT OF 7" CONCRETE VALLEY GUTTER .................................................Omitted
DA-29 NEW 7" CONCRETE VALLEY GUTTER .........................................................................Omitted
DA-30 NEW 4" SrtANDARD WHEELCHAIR RAMP ...................... .............................................�Jmitted
DA-31 8° PAVEMENT PULVERIZATION ....................................................................................Omitted
DA-32 REINFORCED CONCRETE PAVEMENT OR BASE (UTILITY CU� ............................. ASC-33
DA-33 RAISED PAVEMENT MARKERS .............:............:.......................................�..............'.....Omitted
DA-34 POTENTIALLY PETROLEUM CONTAMINATED MATERIAL HANDLING ..................... ASC-34
DA-35 LOADING, TRANSPORTaTION, AND DaSPOSAL OF CONTAMINATED SOIL............ ASC-38
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DA-2 PIPE ENLARGEMENT SYSTEM:
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Description: This specification includes requirements to rehabilitate existing
sanitary sewers by the pipe enlargement system, herein called Pipe Bursting or
Pipe Crushing (Pipe Bursting/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 specifies the approved system method or process to include
all labor, materials, tools, equipment and incidentals necessary to provide for the
. complete rehabilitation of deteriorated gravity sewer lines �by the Pipe
Bursting/Crushing systems. Approved m�thods include: the PIM Corporation (PIM
System), Piscata Way, New Jersey; McLat Construction (McConnell System for
Pipe Crushing), Houston, Texas; and Trenchless Replacement Systems, (TRS
System), Calgary, Canada. Refer to INSTRl1CTIONS TO BIDDERS for
information regarding pre-approval procedures for alternative processes.
3. Definition: The Pipe Bursting/Crushing system is defined as the reconstruction of
gravity sewer pipe by instal�ing, an approved pipe material, by means of one of the
pre-approved methods set forth 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. Forward 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 allows for replacement of pipe sizes
from 8" through 21" and/or upsizing in varying increments up to 21". This
specification� is based on the precedent that the Pipe Bursting/Crushing system
used has been pre-approved by the City of Fort Worth Department of Engineering,
and Fort Worth Water Department.
4. Quality Assurance:
The Contractor shall be certified by the particular Pipe Bursting/Crushing system
manufacturer that such firm is aI licensed installer of their system. No other Pipe
Bursting/Crushing system otheh than those listed in Section A.2. of these
specifications is acceptable.
a. 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 pip� manufacturer.
b. Personnel directly involv�d 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.
ASC-3
PART DA - ADDITIONAL SPECIAL CONDI�'IONS
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Submittals: Submit for review and acceptance, �the following Contractor's Work
Plan and Drawings to the Department of Engineering (DOE):
a. Shop drawings, catalog data, and manufacturer's technical data showing
complete information on material composition, physical prop'erties, and
dimensions of new , pipe and fittings. Include manufacturer's
recommendation for handling, storage, and repair of pipe and fittings if
damaged.
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Location and number of insertion or access pits shall be planned by
Contractor and submitted in writing prior to excavation for approval by DOE.
Method of construction and restoratian of � existing sewer servic'e.
connections. This shall include: �
1) Detail drawings and written description of the entire construction
procedure to install pipe, bypass sewage flow and reconnection of
sewer service connections.
2) Working drawings for information only showing sewage flow bypass,
and maintenance of traffic. Contractor shall provide for continuous
sewerage flow. Dewatering shall be the Contractor's responsibility.
3)
4)
Certification of workmen training for installing pipe.
Television inspection �reports and video tapes made after new pipe
installation.
Delivery, Storage, and Handling:
a. Transport, handle, and sfore pipe and fittings as .recommended by a
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 Project Manager at the Contractor's expense, before
proceeding further.
c. Deliver, store and handle other materials as required to prevent damage
B. MATERIALS:
1. Polyethylene Piping Material: The pipe and fitting material shall be high density,
extra molecular weight (EHMV1n polyethylene pipe material conforming to ASTM
D1248, Type III, Class C, Category 5, Grade P34, and have a PPI (Plastic Pipe
Institute) recommended,designation of PE3408 and cell classification 345434C per
ASTM D3350. The molecular weight category shall be extra high (250,000 to
1,500,000) as per the Gel Permeation Chromatography determination procedure
. with a typical value of 330,000.
�a��`�� ASC-4 �
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PART DA - ADDITIONAL• SPECIAL CONDITIONS
a. The interior of the pipe shall be a light reflective color to facilitate closed
circuit television inspe�tion. , •
b. The pipe material shall be I,isted by the Plastic Pipe Institute (PPI) in PPI
TR-4. The pipe material shall have as hydrostatic design basis° of 1600 psi
at 73 F and 800 psi at 140 F.
c. The manufacturer's certification shall state that the pipe was manufactured
from one specific resin and shall state the resin used and its source. All
pipe shatl be made of virgin material. No rework, except that obtained from
the manufacturer's own production of the same formulation, shall be used.
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d. Pipe supplied under this specification shall have a nominal IPS (Iron Pipe
Size) outside diameter. I The Standard Dimension . Ratio (SDR) and
minimum pressure rafing of the pipe shall be SDR 17 - 100 psi. Pipe with a
lower SDR ratio and high�r pressure rating may be used in lieu of the
minimum specified. �
Tests: The Contractor shall be required to send submittals to the City of Fort Worth
on the production material.
a. The pipe manufacturer �hall provide certification that samples of the
production product meets these specifications. The certification will state
that production product has been tested in accordance with ASTM D2837,
and validated in accordance with the latest revision of PPI TR-3.
b. The pipe manufacturer shall provide certification that stress regression
D testing has been performed on the specific product. Certification shall
include a stress life curve per ASTM D2837 and testing shall have been
performed in accordance with ASTM D2837.
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c. Rejection: Polyethylene plastic pipe and fittings may be rejected for failure
to meet any of the requirements of this specification.
SEWER SERVICE CONNECTIONS:
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 the full inside diameter of saddle outlet.
2. Pipe Saddles: Mechanical saddles shall be made of polyethylene pipe compound
that meets the requirements of ASTM D1248, Class C, have stainless steel straps
and fasteners, neoprene gasket and backup plate. Mechanical saddles shall be
Strap-on-Saddle Type as manufactured by Driscopipe or Tapping Saddle
manufactured by DuPont, or approved equal. Fusion saddles shall be
electrofusion branch saddles as manufactured by Centrat Plastics Company, or
approved equal.
3. Connection to Existing Service: Connections to the existing sewer service
connections pipe shall be made using flexible couplings. All flexible couplings shall
ASC-5
PA'RT DA - ADDITIONAL SP�CIAL CONDITIONS
conform to ASTM C425 and shall be as manufactured by Fernco Joint Sealer Co.,
DFW Plastics, Inc. or approved equal. Backfill at sen�ice connections shall be
cement stabilized sand (2 sacks 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 both the existing
and new portions of the service connection pole to determine �nal grade and invert
elevations. Elevation changes greater than 0.10 feet from the house lateral piping
and shall be reconnected as directed by the Engineer.
4. Service Interruptions: Service interruptions to homes shall not exceed 18 hours.
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PREPARATION:
Bypassing Sewage:
a. The Contractor shall bypass the sewage around the section or sections of
sewer to be rehabilitated. The bypass shall be made by plugging existing
upstream manhole and pumping the sewage into a downstream manhole or
adjacent system or other method as may be approved by the Engineer.
The pump and bypass lines shall be of adequate capacity and size to
handle the flow without sewage backup occurring to facilities connect�d to
the sewer.
b. The Contractor $hall be responsible for continui�y 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
r2sponsible for clean-up, repair, property damage costs and claims.
2. Line Obstructions: If pre-installation (T� 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 by conventional sewer cleaning equipment, then an obstruction
removal shall be made by the �ontractor, with the approval of the Engineer.
3. Sags in Sewer Lihe: ALL SAGS AND GRADE PROBLEMS IN EXISTING SEWER
LINES SHALL BE CORRECTED AS PART OF THIS CONTRACT. If the pre-
construction television inspection rev,eals a sag in the sewer line, the Contractor
shall be responsible for bringing •the proposed sewer pipe to an acceptable grade
without a sag. A sag is defined as any sewer line segment more than 3 feet in
length which ponds water in the absence of sewage flow. The contractor shall take
the necessary measures 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 the Engineer and the City.
�`�io�ii��i ASC-6 � � A �
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a. Identification of Sags: Sags shall be identified by television inspection in
the absence of sewage flow. If available, the C'ontractor shall be furnished
television tapes from the City identifying the sag location. Flow shall be
blociced at an upstream manhole and diverted to another sewer line or
downstream manhole below the segment of pipe to be inspected. TV
inspection shall be perFormed in accordance with television inspection of
sanitary sewer lines. Video tapes shall be submitted to the Department of
Engineering for review.
b. Correction of Sags: Sags shall be corrected by open cut and by adding
additional bedding material 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,
� In instances where sags are located under existing structures, the existing
sewer line may be relocated using open cut or boring methods. The
Department of Engineering shall specifically� review potential relocation's
� and evaluate the constructability, economics and engineering feasibility
prior to construction work.
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c. Measurement and Payment: Measurement and payment to correct sags
shall be per linear foot of pipe construction to correct the sag. For pipe
bursting methods, open-cut or bore construction, the applicable bid prices in
the proposal section shall apply.
4. Television Inspection: Inspection of the pipelines shall be performed by
experienced personnel trained in locating breaks, obstacles and service
connections by closed circuit color television. Television inspection shall be in
accordance with the specifications contained herewith for "Pre- and Post-
Construction Television Inspection of Sanitary Sewer Lines".
PIPE ENLARGEMENT SYSTEM AND PIPE INSTALLATION:
1. Site Organization:
a. Insertion or access pits shall be located such that their total number shall be
minimized and the length of replacement pipe installed in a single pull shall
be maximized. '
b. Existing manholes shall be utilized wherever practical. Manhole inverts and
bottoms may be removed to permit access for installation equipment.
c. Equipment used to perform the work shall be located away from buildings
so as not to create a noise impact. Provide silencers or other devises to
reduce machine noise as needed to meet requirements.
2. Finished Pipe: The installed replacement pipe shall be continuous over the entire
length of each pipe segment from manhole to manhole and sh�ll be free from
visual defects such as foreign inclusions, concentrated ridges, discoloration, pitting,
ASC-7
PART DA - ADDITIONAL SPECIAL CONDITIONS
varying wall thickness, pipe separation, other deformities. Replacement pipe with
gashes, nicks, abrasions, or any such physical damage which may Mave occurr�d
during storage and/or handling, which are larger/deeper thans 10% of the wall
thickness shall not be used and shall be removed from the construction site. The
replacerpent pipe passing 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 streamlined and improved for smooth flow. The installed pipe shall meet
the leakage requirements of the pressure test specified later.
Pipe Jointing:
3.
a. Sections of polyethylene replacement pipe shall be assembled and joined
on the job site above the ground. Jointing shall be accomplished by the
- . heating and butt-fusiQn sy,stem in strict conformance with the
manufacturer's printed instructions.
b. The butt-fusion system for pipe jointing shall be carried out in the feld by
operators with prior experience in fusing polyethylene pipe with similar
equipment using proper jigs and tools per standard procedures outlined by
the pipe manufacturer. These joints shall have a smooth, uniform, double
rolled back bead made while applying the proper melt, pressure, and
alignment. It shall be the sole responsibility of the Contractor to provide an
acc�ptable butt-fusion joint. All joints shall be made available for inspection
by the Engineer before insertion. The replacement pipe shall be joined on
the site in appropriate working lengths near the insertion pit. The maximum
length of continuous 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 where 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 shall be utilized to connect segments of the HDPE pipe.
New Pipe Installation:
4
a. Thread winch cable or chain and associated lines through sewer section to �
' be rehabilitatecl. Keep lines away from pedestrian and vehicular traffic. �
5.
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 winch tension pulling the cutter and head into the sewer
until the rear of the machine is flush 'with� the manhole wall. Attach steel
starter pipe and advance assembly until the rear of the steel starter pipe is
flush with the manhole 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.
Anchoring �lew Pipe and Sealing Manholes:
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PART DA - ADDITIONAL SPECIAL CONDITIONS
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a. After the new pipe has been installed in the entire length of the sewer
section, anchor the pipe at manholes. The new pipe shall protrude in the
manholes for enough distance to allow sealing and trimming.
b. Sealing the new pipe at manholes shall not begin for a minimum of ten (10)
hours after installation. Provide a flexible gasket connector in the manhole
wall at the end of the new pipe, centered in the existing manhole wall.
Grout flexible connector in the manhole, filling all voids the full thickness of
the manhole wall.
c. Restore manhole bottom and invert.
Field Testing:
E
a. Low Pressure Air Test of Replacement Pipe: � After a manhole-to-manhole
section of sanitary sewer main has been pipe bursUcrushed and prior to any
service lines being connected to the replacement pipe, the pipe shall be
plugged at each 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; one for the inflation of the plug, one for reading the air
pressure in the sealed line, and one for introducing air into the sealed line.
Low pressure air shall then be introduced into� the sealed line until the
internal air pressure reaches 4.0 psig greater than the average back
pressure resulting from any ground water that may be over the pipe. At
least finro minutes shall 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 back pressure resulting from any ground water th�t may
be over the pipe, shall not be less than the time shown for a given pipe
diameter in the following table:
Carrier Pipe Minimum Elapsed
Diameter (inches) Time (minutes)
8 4
10 5
12 6
15 7
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Post-Construction Television Inspection of New Pipe: Refer to Special
Condition for Post-Construction Television tnspection of Sanitary Sewer.
MEASUREMENT AND PAYMENT:
1. Pipe Installation: Pipe installation will be measured for payment by, the linear foot
of pipe actually installed in the various diameters ,of sewers measured along the
centerline of the sewer from centerline to centerline of manholes. Payment will be
made for the quantities measured at the unit price per linear foot for the various
sewer diameters listed.
�si��� ASC-9
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PART DA - ADDITIONAL SPECIAL CONDITIONS
2. Service Reconnections: Installation of sewer service connections will be measured
for payment by each actuaily reconnected to the installed pipe. Payment will be
made for the 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 fhe
rehabilitated sewer. Payment shall not include pavement replacement, which if
required, shall be paid separately.
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.
4. By-pass Pumping: The Contractor shall provide diversion for the flow of sewage
� around the section or.sections af pipe designated for rehabilitation. The pumps
and by-pass lines shall be of,adequate'capacity and� size to handle all flows�. All
costs for by-pass pumping 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, etc. shall be borne by Contractor. Repair and/or replacement of
fences, sprinkler system piping and other such restoration work resulting from
Contractor activities shall be considered subsidiary to the cost of the project and no
additional payment will be allowed.
6. Testing: All cost for testing the replacement pipe by a pressure method will be �
incidental to pipe installation.
DA-4 SLIPLINING:
A. GENERAL: This section includes requirements to rehabilitate existing sanitary sewers by
sliplining with polyethylene pipe.
B. MATERIALS
Polyethylene Slipline Pipe:
a. The properties of the material shall be determined in accordance with
ASTM D638. ASTM D638 shall be used to determine that the thermal butt-
fusion joints are stronger than the materials joined.
b. The malt index of the polyethylene resin shall be determined in accordance
with ASTM D1238, Condition E, and shall be equal to, or between 0.05 g/10
min. and 1.00 g/10 min.
� c. The density of the base polyethylene resin shall be determined in
accordance with ASTM D1505 and be equal to, or between, 0.941 g/cc and
0.955 g/cc.
d. The material shall be tested in accordance with ASTM D1693, Condition C.
Q�si�a�� ASC-10
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PART DA - ADDITIONAL SPECIAL CONDITIONS
e. Polyethylene pipe and fittings may be•rejected f.or failure to meet any of �the
requirements of this specificatioi-t.
The sewer liner pipe and fittings shall be made of a polyethylene pipe
compound that meets the requirements for Type III, Class C, Grade P-34,
Category 5, polyethylene material as defined in ASTM D1248 or ASTM
D3350, and having a PPI rating of PE3408, and cell classification 345434D
or E per ASTM D3350. A higher numbered cell classification limit which
gives a desirable higher primary property, per ASTM 3350, may alsa be
accepted by the Engineer at no additional cost to the City. The molecular
weight category �hall be extra high (250,000 to 1,500,000) as per the Gel
Permeation Chromatography determination procedure with a typical value
of 330, 000.
g. "Before beginning work, the Contractor shall submit for approval, the
vendor's specific technical data with the complete information on resin,
physical properties of pipe and pipe dimensions pertinent to this job. A
certificate of "Compliance With Specification" shall be furnished for all
materials to be supplied. The manufacturer's certificate shall state the pipe
was manufactured from one specific resin and shall state the resins used
and its source. All pipe shall be made of virgin material. No rework except
that obtained from the manufacturer's own production of the same
formulation shall be used.
The City will run tests on field samples per applicable ASTM specifications at an
independent laboratory for verifica`tion of the required physical properties
and characteristics. The number of samples taken shall be at the City's
discretion. All samples shall be,provided by the Contractor at no charge to
th� City. The City shall pay all charges for all testing of the liner material if
they are found to meet specification. All retesting of materials not initially
meeting these specifications shall be at the Contractor's expense.
h. All polyethylene sliplining pipe shall conform to the sizes and Standard
Dimension Ratio (SDR) requirements shown on the drawings.
Lengths: Standard 'lengths shall be used whenever possible, (40 foot
sections). Where construction difficulties prevent the use of standard pipe
sizes, other pipe sizes may be specified.
j. Pipes shall be joined to one another and to polyethylene fittings by thermal
butt-fusion in accordance with ASTM D2657 and ASTM D3350. Butt-fusion
joining and site location, joining shall be performed within or outside the
�excavation. Joints between pipe sections shall be smooth on the inside and
internal projection beads shall not be greater than 3/16 inch.
k. The tensile strength at yield of the butt-fusion joints shall not be less that of
the pipe.
Sewer Service Connections: Mechanical and fusion-bonded saddles shall be
made of polyethylene pipe compound that meets the requirements of ASTM D-
ASC-11
PART DA - ADDITIONAL SPECIAL CONDITIONS
2448, Type IV, Class C. Mechanical saddles shall have stainless steel s#raps and
fasteners and neoprene gaskets. Mechanical saddles shali be Strap-on-Saddle
Type as manufactured by Drisco Pipe or Tapping Saddle as manufactured by
DuPont, or approved equal. Fasion saddles shall be electrofusion branch saddles
as manufactured by Central Plastics Company, or approved equal.
Saddles for use on PVC pipe shall be molded fittings as recommended by the PVC
pipe manufacturer, and shall 'conform to the requirements of ASTM D3034, SDR
35.
C.
EXECUTION
Cleaning and Television Inspection of Sanitary Sewers: Cleaning and television
inspection of sanitary sewers to be sliplined shall be � completed per the
requirements of Special Candition for' pre-cor�struction television inspection. All
material encountered in the existing sewers shall be removed and disposed of by
the Contractor. All video tapes shall be delivered to the City's representatives for
�evaluation prior to any sliplining operations.
2. Obstruction Removal: The Engineer shall determine where obstruction removal
(due to dropped joints, collapsed pipe, roots, rocks, obstructions in the pipe which
cannot be removed by the cleaning equipment or other reasons) will be required.
The Contractor shall locate the insertion pits at these obstruction locations
whenever possible, and no additional payment will be authorized to the Contractor.
When obstruction removal is required at locations other than insertion pits,
payment for the obstruction excavation at the appropriate Contract unif price will be
authorized.
3. Sewer Cleaning by Bucket Machine and Root Cutting: Heavy cleaning requiring
more than hydraulic jet cleaning shall be performed by bucicet machines or root
cutting, as requir`ed. No additional payment for such cleaning and/or root cutting
shall be� made. .
4. Insertion or Access Pits: The location and number of insertion or access pits shall
be planned by the Contractor and submitted in writing for approval by the Engineer
prior to ,excaVation. The pits shall be located such that their°total number shall be
minimized, and the footage of liner pipe installed in a single pull shall be
maximized. '
Before excavation is begun, it will be the responsibility of the Contractor to check
with the various utilii"y companies and determine the location of the utilities in the
vicinity of the work area.
Damage done to utilities and the resulting repair, temporary service cost, etc., shall
be borne by the Contractor.
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All excavations shall be properly sheeted/shored in
specifications for trench safety systems. Any damage
shored excavations shall be corrected to the satisfactio
compensation to the Contractor.
ASC-12
accordance with OSHA �
resulting from improperly
n of the Engineer with no
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All open excavations shalf be kept secure �at all times by the use of barricades with
� appropriate lights and signs, construction tape, covering with steel plates, etc., or
as directed by the Engineer.
The cost for bypass pumping if required around an insertion pit, from a manhole
Oupstream to a manhole downstream, shall �be included in the Unit Price Bid for
sliplining.
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Excavation for insertion pits shall not be paid for, separately, but shall be included in
the Unit Price Bid for sliplining.
5. Insertion of Polyethylene Liner Pipe into Carrier Pipe: The existing sewer will
�remain- in operation during the sliplining process whenever possible. Obstruction5
such as roots, large joint offsets, �rocks or other debris, etc., that would prevent
passage or damage to the other pipe sections must be removed or repaired prior to
installing the new pipe. After completing the insertion pit excava�ion, the top of the
existing sanitary sewer line shall be removed, where required, down to the spring
line. A power winch cable shall then be connected to tl�e end of the liner by use of
a suitable pulling head, equal to the outside diameter of the liner. The pulling head
shall be adequately secured to the liner and then attached to the power winch
cable so that the liner can be satisfactorily fed .and pulled through the sanitary
sewer main. Proper bumpers shall be provided in the insertion pit in order to
prevent the ragged edges of the existing pipe from scarring the outside of the liner
as it is pulled into the existing sewer.
Precautions shall be taken not to damage the liner or break or separate any of the
� butt-fused joints. Sufficient time (a minimum of 24 hours) shall be allowed for the
liner to return to its normal length assuming the over-elongation is due to a higher
temperature at the time of installation) based upon the average temperature in the
D sewer. The length of the liner pulled in any one segment shall be limited to prevent
any backup of service lines which may result due to restricted flow through the
annular space.
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Maximum Allowable Pulling Force. In order to ensure the integrity of the
polyethylene liner, the- pulling force exerted on the liner shall be limited to that
indicated on the following table for the appropriate outside diameter of the
polyethylene liner:
POLYETHYLENE LINE OUTSIDE
DtAMETER (INCHES)
5.375
7.125
8.625
10.750
14.000
18.000
21.000
24.000
MAXIMUM PULLING
FORCE (TONS)
3.5
4.0
7.5
10.5
12.0
21.5
35.0
52.0
ASC-13
PART DA - ADDITIONAL SPECIAL CONDITIONS
The Contractor shall use a suitable pulling head so that the pulling head and liner
will separate from each other when the pulling force exerted on the liner reache�
the amount indicated above. The pulling head design (including calculations) shall
be approved by the Engineer prior to its use. �
As an alternative, the Contractor may be permitted to use a measuring device
(spring, gauge, etc.) connected to the pulling cable which shall register the pulling
force being exerted on the liner. The pulling force shall not exceed those values
indicated above for the applicable outside diameter of the- polyethylene liner. The
measuring device shall be approved by the Engineer prior to its use.
The Contractor may be allowed to push the liner subject to the Engineer's approval.
Care shall be taken to avoid any buckling of the liner by limiting the stroke of the
backhoe. Any portion of the� liner damaged during this insertion process shall be
cut out and the liner rejected. Ifi certain cases, the Contra'ctor may be permitted to '
use a combination of pulling and pushing to enhance the insertion of the liner. A
liner that is permitted to be pushed shall not have an open end which can allow
sand or other debris to be pushed into fhe liner.
A pipe manufacturer's representative shall be onsite to assist the Contractor for the
first full day of slipline pipe installation.
6. Use of Clamps and Encasement for Polyethylene Pipe: Where excavations for the
insertion of the liner are made befinreen finro manholes, the ends of the liner will be
cut smooth, °square to the axis of the° liner; so that it can be joined in a workman-like
manner. The liner shall be joined with a JCM Industries Type 108 or equal, all
stainless steel (including bolts and lugs), full circle, Universal Clamp Coupling with
a 1/4-inch minimum thickness grid type gasket. Clamps shall be selected to fit the
outside diameter of �the liner pipe. Minimum clamp widths shall be selected from
the following table:
OUTSIDE DIAMETER MINIMUM
OF LINER PIPE WIDTH OF CLAMP
(Inches) (Inches)
' 5.375 12
� 7.125 '15
8.625 18
10.750 or Greater 30
In all excavations where the liner is not within the existing sanitary sewer line
(carrier pipe) cement stabilized sand bedding shall be installed. Visual inspection
is required for approval of bedding before backfill is completed.
7. Testing of the Liner: Testing will be required after the liner has been installed in the
existing sanitary sewer main. The first is a low pressure air test of the liner before it
has been sealed in place at the manholes and before any service reconnections
have been made to the liner. The purpose of this test is to check the integrity of the
joints that have been made and to verify that the liner has not been damaged by
inserting it into the sanitary sewer. .
os�ro �� ASC=14 � � �
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PART DA - ADDITIONAL SP�CIAL CONDITIONS
a. Low Pressure Air Test Procedure: After a manhole-to-manhole section of
sanitary sewer main has been sliplined and prior to any service lines being
connected to the new liner, the liner shall be plugged at each 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 (3) air hose connections; one for the
inflation of the plug, one. for reading the air-pressure in the sealed line, and
one�for introducing air into the sealed line.
Low pressure air shall then be introduced into the sealed line until the
internal air pressure reaches 4.0 psig greater than the average bacic
pressure resulting from any groundwater that may be over the pipe. At
least two•(2) minutes shall elapse to allow the pressure to stabilize.
�j The time required for the internal pressure to decrease from 3.5 to 2.5 psig
� greater than the average back pressure resulting from any ground water
that may be over the pipe, shall not be less than the time shown for a given
� pipe diameter in the following t�ble:
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CARRIER PIPE� MINIMUM
OUTSIDE DIAMETER ELAPSED TIME
(Inches) (Minutes)
5.375 � 3
7.125 ( 4
8.625 I 5
10.750 6
14.000 f 7
18.000 8
Lines over 18 inches shall be approved for payment by Visual and T.V.
Inspection in accordance with Special Condition D-65.
8. Sealing Liner in Manholes: After the pipe has reached equilibrium the annular
space between the liner and the existing sanitary sewer main must be sealed at
each manhole with a chemical seal and nonshrink grout. Oakum soaked in
Scotchseal 5600 or equal shall be placed in a band to form an effectivewater-tight
gasket in the annul2r space between the liner and the existing pipes in the
manholes. The width of the band shall be a minimum of 12" or one-half the
diameter of the pipe, whichever is greater. It shall be finished off with a non-shrink
grout placed around the annular space from inside the manhole and shall not be
less than 6" wide. The chosen method, including chemicals and materials, must be
approved by the Engineer. The Contractor shall cut the liner so that it extends 4"
into the manhole. The Contractor shall make a smooth, vertical cut and slope the
area over the top of the exposed liner using non-shrink grout.' The Contractor shall
also use cementitious grout to form a smooth transition with a reshaped invert and
a raised manhole bench such that neither the shape edges of the liner pipe, nor the
concrete bench, nor the channeled invert shall exist to catch debris and create a
ASC-15
PART DA - ADDITIONAL SPECIAL CONDITaONS
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stoppage. The invert of the manhole shall also be reworked (smoothed and built-
up) to match the flow line of the new liner.
The liner pipe shall be allowed to normalize to ambient temperatures, as well as
recover from any imposed stretch, a minimum of 24 hours in the case of
polyethylene, before being cut to fit between manholes and proceeding with
reshaping and/or smoothing the manhole invert.
9. Sewer Service Connections:
a. � 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, the full inside diameter of the saddle outlet.
b. . Connections to the existing sewer, service connection pipe shall be made
using flexible Fernco sewer connectors, or approved equal. Backfill at
service connections shall be cement stabilized" sand (2 sacks per cubic
yard) to a point 12 inches above the service lateral to trench intersection
� and shall be in accordance with these Specifications.
c. The Contractor shall upon request, permit the Engineer to take elevativns
on both the existing and new portions of the service connections pipe to
determine final grade and invert elevations. Elevation changes greater than
0.10 feet from the house lateral piping shall be reconnected as directed by�
the Engineer.
d. Service interruptions to homes shall not exceeti 18 hours.
MEASUREMENT AND PAYMENT
1. Pipe Installation: Pipe installation will be measured for payment by the linear foot
of pipe actually installed in the various diameters of sewers measured along the
centerline of the sewer from centerline of manholes. Payment will be made for the
quantities measured at the unit price per tinear foot for the various sewer diameters
listed.
Service Reconnections:
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a. Installation of sewer service connections will be measured for payment by
each actually reconnected to the installed pipe. Payment will be made for
the quantities measured at the unit price per each listed. �
b. Payment includes all required excavation and backfill, surface restoration, �
saddles, flexible couplers, up to 5' of service line, and all appurtenant work. Q
c. Payment for additional service line (over 5' at each service reconnection)
will be paid for at the appropriate Contract Unit Price. Payment includes all
required additional excavation, backfill, surface restoration, and all
appurtenant work. �
ASC-16 � � -�
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PART DA - ADDITIONAL SPECiAL CONDITfONS
3. Television Inspection and Cleariing: Television inspection shall include necessary
cleaning (hydraulic jet or mechanical cleaner) to provide video image required for
line analysis. The quantity of TV inspection shall be measured as the total length
of pipe actually cleaned and televised. This contract requires the Contractor to N
inspect the sewer lines twice, once before and once after construction. Pre-
Cleaning and Television Inspection shall be paid at the Contract Unit Price for all
pipe successfully cleaned and television inspected. The amount paid to the
Contractor for Post Construction Television Inspection shall be the Unit cost times
the length of pipe lined.
4. Obstructions: Obstructions such as roots, large offset joints, rocks, or other d�bris,
that would prevent passage or cause damage to pipe and must be removed or
repaired before installing the pipe will be paid for at the Contract Unit Price per
obstruction removal. Rayment shall include all excavation and backfll costs, pipe
replacement, surface� restoration and appurtenant work r�quired to complete each
obstruction removal. Obstruction located within ten feet of each other shall be
included in only o�ne obstruction removal. Trench Safety System, if required, shall
be paid for at the Contract Unit Price. Contractor will not be paid for obstructio�
removal located at insertion pits.
5. Subsidiary Work: Any damage resulting to utilities and property, resulting repairs,
temporary service costs, etc. shall be borne by Contractor. Repair and/or
replacement fences, sprinkler system piping, and other such restoration work
resulting from Contractor activities shall be considered subsidiary to the cost of the
project and no additional payment will be allowed. .
6. Testing: All cost for testing the replacement pipe by a pressure method will be
incidental to the installation.
DA-5 PIPE INSTAL'LED BY OTHER THAN OPEN CUT:
A. GENERAL:
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1. Furnish materials and necessary accessories, with strengths, thickness, coatings,
and fittings indicated, specified and/or necessary to complete the work. "�
2. All excavation shall provide an open are'a conforming to the outside diameter of the
casing and/or carrier conduit. 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 established in the Specifications.
3. Work shall be performed in accordance with the requirements of the City of Fort
Worth Water Department, the 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
following:
ASC-17
PART DA - ADbITIONAL SPECIAL CONDITIONS
2
3.
a.
b.
c.
d.
Field Strength: 35,000 psi minimum.
Wall thickness: 0.312 in. minimum (0.5 for railroad crossings).
Diameter: As shown on the drawings (minimum size requirements).
Joints: Continuous circumferential weld in accordance with AWS D1.1.
Carrier Pipe in Casing: Carrier pipe shall be as shown on drawings and as
specified in the General Contract Documents.
Sewer Pipe without Casing Pipe: Shall be minimum Class 51 ductile iron pipe, or
as designated on the plans.
4. Grout: .Grout shall be Portland Cement grout of min. 2D00 psi compressive .
� strength at 28 days. Froportioned no�. less than� 1 cu. ft.. of cement to 3 cu. ft. �of,fine
sand with sufficient water added to provide a free flowing thick slurry.
C.
EXECUTION
1. Where sewer pipe is required to be installed under railroad embankments or under
highways, streets or other facilities in other than open cut� constr�ction shall be
performed in such a manner so as to not interfere with the operation of the railroad,
street, highway, or other facility, and so as not to weaken or damage any
embankment or structure. During construction operations, barricades and lights to
. safeguard traffic and pedestrians shall be furnished and maintained, until such time
as the backfill has been completed and then shall be removed from the site.
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Pits and Trenches:
a. If the grade of the pipe at the end is below the ground surFace, suitable pits
or trenches shall be excavated 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 securely 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.
Boring and Jacking Steel Casing Pipe: Steel casing pipe shall be installed by
boring hole with the earth auger and simultaneously jacking pipe into place.
a. The boring shall proceed 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 entire 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
� �ra��� ASC-18 ' � ' '
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PART DA - ADDITIONAL SPECIAL CONDITIONS
b. In unconsolidated soil formations, a gel-forming colloidal drilling fluid
consisting of at least 10 percent of high grade carefully processed bentonite
may be used to consolidate cuttings of the bit, seal the walls of the hole,
and furnish lubrication for subsequent removal of cuttings and installation of
the pipe immediately thereafter.
c. Allowable variation from th'e line and grade shall be as specified under
paragraph A.2. All voids between bore and outside of casing shall be
pressure grouted.
Installation of Carrier Pipe in Casing:
a. Sanitary sewer pipe located within the encasement pipe shall be supported
by "skids" or "bands" to prevent the pipe and bells from snagging on the
inside of the casing, and to keep the installed, line from resting on the bells.
4
b. All skids shall be treated 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 assembly unless otherwise specified.
c. The Contractor shall prevent over-belling the pipe while installing it through
the casing. A method of restricting the movement between the assembled
bell and spigot where applicable shall be provided.
d. At all bored, jacked, or tunneled installations, the annular space between
the carrier pipe and casing shall be filled with grout. Care must be taken
that not too much water is forced into the casing so as not to float the_pipe.
The �ackfill material will not be required. unless specified on the plans and
specified by the Engineer.
e. Closure of the casing after the pipe has been installed shall be plugged at
the ends of the casing as shown on the drawings or as required by the
Engineer.
shall serve as the centerline of the larger diameter hole to be bored. Other
methods of maintaining line and grade on the casing may be approved if
acceptable to the Engineer. Excavated material shall be placed near the
top of the working pit and disposed of as required. The use of water or
other fluids in connection with the boring operation will be permitted only to
the extent required to lubricate cuttings: Jetting or sluicing will not be
permitted.
Boring and Jacking Ductile Iron Piipe without Casing Pipe:
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As indicated on drawings and as required and directed by the Engineer
sewer shall be constructed o F bore and jacked ductile iron pipe.
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WHen a casing pipe is not d�signated on the drawings, the contractor shall
provide a casing pipe if nec ssary to achieve line and grade. Casing pipe
os�q�i�s ASC-19 i
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PART DA - ADDITIONAL SPECIAL CONDITIONS �� �
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shali be provided at no additional cost and shall be subsidiary to the, cost
bid for instaHation By Other than Open Cut. ' ,
c. . Bore and jack in accordance with paragraph C.3. above.
'd. Short length of sewer 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 monolithic sewer would make the use of tunneling more satisfactory than
jacking or boring, or when shown on the plans, a tunneling method may be used,
with the approval of the Engineer or railroad/highway officials.
a. �When tunneling is permitted, the lining of the tunnel shall � be of �sufficient
strength of support the overburden. The Contractor shall submit the
proposed liner method to the Engineer for approval. The tunnel liner design
shall bear the seal of a licensed professional engineer in the State of Texas.
Approval by the Engineer shall not relieve the Contractor of the
responsibility for the �dequacy of the liner method.
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c.
The space between the tunnel liner and the limits of excavation shall be
pressure grouted or mud jacked.
Access holes for placing concrete shall be space at maximum intervals of
10 feet.
D. MEASU,REMENT AND PAYMENT: Installation of pipe by other than open cut will be
�measured by the linear foot of pipe, complete in place. Such measurement will be made
between the ends of the pipe along the central axis as installed. The work performed and
materials furnished as prescribed by this item will be paid for at the Contract Unit Price bid
per linear foot for Pipe Installed by Other Than Open Cut of the type, size, and class of
pipe specified as shown on plans. The �urnishing of all materials, pipe, liner materials
required for installation, for all preparation, hauling and installing of same, and for all I`abor,
tools, equipment and incidentals necessary to complete the work, including excavation,
backfilling and disposal of surplus material shall be included in the Contract Unit Price as
shown in the Bid Proposal.
DA-7 PROTECTIVE Mi4NHOLE COATING FOR CORROSION PROTECTION:
A.
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GENERAL:
1. Scope: This section governs all work, materials and testing required for the
application of interior protective coating., Structures designated to received inter,ior
coating are listed on the construction drawings. The structures are to be coated,
including interior wall, top and bench surfaces. 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.
ASC-20
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1:: Scope: This section governs the mater.ials required for completion of protective
coating of designated structures. `
2. Protective Coating: The protective coating shall be a proprietary two component,
100 percent solids, rigid polyurethane system d�signated as Spray Wall as�
manufactured by Sprayroq, Inc. ora,two-part epoxy resin system using 100% solids
based epoxy binder with fibrous and flake fillers, is manufactured by Raven Lining
systems and designated as Raven 405.
3. Specialty Cement (If required for leveling or filling): The specialty cement-based
coating material shall be either Quadex QM-1s as manufactured by Quadex, Inc. or
Reliner MSP as manufactured by Standard Cement Materials.
4. Material Identification: The protective coating ma4erial sprayed onto the surFace of
Q ' the structure shall be a urethan� or epoxy resin system formulated for the
application to a sanitary sewer environment. The spray system shall exhibit the
minimum physical properties as follows:
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P�ART DA - A�DDITIONAL SPECIAL CONDITIONS
2. Description: The Contractor shall be responsible for the furnishing of ail labor,
supervision, materials, equipment, and testing required for the completion of
protective coating of structures in accordance with manufacturer's
recommendations.
3.
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Manufacturer's Recommendation�: Materials and procedures utilized for the lining
process shall be in strict accordance with manufacturer's recommendations.
Corrosion Protection: Corrosion protection may be required on all structures where
high turbulence or high H2S content is expected.
B. MATERIALS:
Property Standard
Tensile Strength ASTM D-638
Flexural Stress ASTM D-790
: Flexural Modulus P�STM D-790
Long Term Value
5,000 psi
10,000 psi
550,000 psi
5. Mixing and Handling: Mixing and Handling of specialty cement material and
protective 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 responsibility of the Contractor to
provide appropriate protective measures to ensure that materials are under control
at all times and are not available to unauthorized 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:
ASG21
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a. All foreign materials shall be removed from the interior of the structure using
high pressure water spray (3500 psi to 4000 �psi at spray tip). Q
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 a
compound as recommended by the material supplier for this application.
c. After all repairs have been completed, remov� all loose material.
3: Protective Coating: ' � ��
a. The protective coating shall be applied to the structure from the bottom of
the frame to the bench, down to the top of the trough. The top of the
structure shall also be coated. �
b. The protective coating shall be in$talled in accordance with the
manufacturer's recommendations and the following procedure.
1)
PART DA - �►DDITIONAL SPECIAL CONDITIONS
General: Protective coating shall not be installed until the structure is complete and
in place. �
Preliminary Repairs:
The surface shall be thoroughly cleaned of all foreign materials and
matter.
Place covers over the invert to prevent extraneous material from
entering the sewers.
If required for filling or leveling, apply specialty cement product to
provide a smooth 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
inches). ' Thickness to be verifiable through the use of inethods
acceptable to the Engineer. After the walls are coated, the wooden
bench covers shall be removed.
5) The fi'nal application shall have a minimum of three (3) hours cure
time or be set hard to the touch, before being subjected to active
flow.
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6) No applications shall be made to frozen surfaces or if freezing is
expected to occur inside the structure within 24 hours after
application.
Testing of Rehabilitated Manholes: Testing of rehabilitated manholes for
watertightness shall be performed by the Contractor after operations are
complete in accordance with the Section D-63 - VACUUM TESTING OF
SANITARY SEWER MANHOLES. �
ASG22
D PbRT DA - ADDITIO�NAL SPECIAL CONDITIONS �
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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 payment in full for performing the work and for furnishing all
labor, supervision, materials, equipment and material testing required to complete the
work. Pressure grouting, if necessary to stop active infiltration prior to application of the
protective coating, shall be included in the above unit price. Grouting of the pipe seals,
bench and trough, and lower portion of a particular structure, if required by the Engineer,
shall be paid for separately, as specified in Section DA-8, MANHOLE REHABILITATION.
DA-12 INTERIOR MANHOLE COATING - SPRAY WALL SYSTEM:
aA. GENERAL
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Scope
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2.
This section govems all work, materials and testing required for the application of
interior manhole coating. Manholes designated for interior coating are listed on the
Manhole Rehabilitation Schedule, listed in Part I. Interior manhole coating shall meet
the requirements of this Section or of Section DA-10, DA-11, DA-13, or DA-14.
Description
The Contractor shall be responsible for the furnishing of all labor, supervision,
D materials, equipment, and testing required for the completion of interior coating of
manholes in accordance with the Contract Documents.
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Manufacturer's Recommendations
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Materials, mixture ratios, and procedures utilized for the coating process shall be in
accordance with manufacturer's recommendations.
Manholes
Manholes to be coated are of bri�k, block, or concrete construction. All manholes
shall have a.minimum� of one-half �(1/2) inch specialty cement-based coating material
(Quadex QM-1 s or Reliner MSP) sprayed or trowelled on coating over the original
interior surface.
DB. MATERIALS
1. Scope
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This section governs the materials required for completion of interior coating of
manholes.
Interior Coating
The interior coating shall be a proprietary two component, 100 percent solids, rigid
polyurethane system designated as Spray Wall as manufactured by Sprayroq, Inc.
ASC-23
PART DA - ADDITIONAL SPECIAL CONDITIONS
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4.
5.
Specialty Cement
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. �
Material Identification
The interior manhole coating material sprayed onto the.surface of the manhole shall
be a urethane resin system formulated for the application .;to a sanitary sewer
environment. The spray system shall exhibit the physical properties as follows:
Property
Tensile S�rength
Flexural Stress
Flexural Modulus
Standard.
� ` ASTM D-638
ASTM D-790
ASTM D-790
Long Term Value
5,000 psi
10,000 psi
550,000 psi
Mixing and Handling
Mixing and handling of specialty 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 responsibility of the Contractor to provide appropriate
protective measures to ensure that materials are under control at all times and are
not available to unauthorized 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.
C. EXECUTION
1. General
2.
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Manhole coating shall not be installed until sealing of manhole frame and grade
adjustments, or partial manhole replacement when. required for the manhole per the
Manhole Rehabilitation Schedule, is complete.
Temperature
Normal interior coating operation shall be performed at temperatures of 4�F or
greater. No application shall be made when freezing is expected within 24 hours.
Interior Manhole Coating
a. The interior coating shall be applied to the manhole from the bottom of the
frame to the bench, down to the top of the trough.
b. The interior coating shall be installed in accordance with the manufacturer's
recommendations and the following procedure.
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1. Scope
This section governs all work, materials and testing required for the application of interior
D manhole coating. Manholes designated for interior coating are listed of the Manhole
Rehabilitation Schedule, listed in Section I. Interior manhole coating shall meet the
requirements of this Section, or of Section DA-10, DA-11, DA-12, or DA-14.
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PART DA — ADDITIONAL SPECIAL CONDITIONS
1) The surface shail be thoroughly cleaned of all foreign materials and
matter. Cleaning shall be accomplished by using high pressure water
spray (minimum 3500 psi at spray tip), cleaning with muriatic acid,
degreaser, or other solvents as needed in order to remove any film or
residue on the surface.
2) Place covers over the ,invert to prevent extraneous material from
entering the sewers.
3) Apply a minimum of one-half (1/2) inch �pecialty cement product
(Quadex QM-1 s or Reliner MSP) smooth surface for the urethane
coating material.
4) Spray the urethane :onta the manhole wall and bench/trough • with a
minimum thickness of 125 mils (0.125 inches). Thickness to be
verifiable through the use of inethods acceptable to the Engineer.
5) Coat trough area with specialty cement product (Quadex QM-1 s or
Reliner MSP).
Testing of Rehabilitated Manholes
a. Testing of rehabilitated manholes forwatertightness s�all be performed by the
Contractor after operations are complete in accordan�e with Section DA-18.
D. MEASUREMENT AND PAYMENT I
Payment shall be based on the Contract Unit Price per vertical �oot, measured from the
bottom of the frame to the top of the bench. The Contract Unit Pri�e shall be payment in full
for performing the work and for furnishing all labor, ,supervision, rnaterials, equipment and
material testing required to complete the work. Grouting, if neces,�ary, shall be included in
the above unit price. Grouting of the pipe seals, bench and trou h, and, lower portion of a
particular manhole, if required by Manhole Rehabil.itation Work S�hedule or required to be
done by the Engineer, shall be paid for separately at the Co tract �1nit Price.
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DA-13 INTERIOR MANHOLE COATING - RAVEN LINiNG SYSTE : I
A. GENERAL
2. Description
ASG25 �
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PART DA - ADDITIONAL SPECIAL COND�ITiONS
The Contractor shall be responsible for the fumishing of all labor, supervision, materials,
equipment, and testing required for the completion of interior coating of manholes in
accordance with the Contract Documents.
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Manufacturer's Recommendations
Materials, mixture ratios, and procedures utilized for the coating process shall be in
accordance with manufacturers 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) spraXed or, t�owelled on coating over the original
interior surface. � � � ' � �
B. MATERIALS
1. Scope
This section govems the materials required for completion of interior coating of manholes.
2. Interior Coating
Raven Ultra High-Build epoxy 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 designated as Raven 405.
3. Specialty Cement
The specialty cement-based coating material shall be either Quadex QM-1 s as
manufactured by Quadex, Inc. or Reliner MSP as manufactured by St�ndard Cement
Materials.
4. Materialldentification
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Contractors will completely ideritify the types of grout, mortar, sealant; and/or . root .control
chemicals proposed and provide case histories of successful use or defend the
choice of grouting materials based on chemical and physical properties, ease of
application, and expected performance. These grouting materials shall be
compatible with Raven 405 interior coating. The contractor shall be responsible for
getting approval from Raven Lining systems and/or the grout manufacturers for the
use of these grouting materials.
5. Mixing and Handling
Mixing and handling of interior coating, 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 theresponsibility of the Contractor
to provide appropriate protective measures to ensure that materials are under control
at all times and are not available to unauthorized personnel or animals. All
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r'AK 1 UA - AUUI I IVNAL St't(,:1/�L C:VIVUI I IVIVJ
equipment shall be subject to the approval of the Engineer. Coating shall be
performed only by certified applicators approved by the manufacturers.
EXECUTION
1. General
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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.
2. Temperatures
Normal interior coating operation shall be perFormed'�at temperatures of 4(PF or greater. ,:No.
� application shall �be made when freezing is expected within 24-hours.
3.
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Interibr Manhole Coating
a. Manholes scheduled for interio� coating are shown on the Manhole
Rehabilitation Schedule listed in Part I. The interior coating shall be applied
to the manhole from the bottom of the manhole frame to the bench/trough,
including the bench/�rough.
b. The interior coating shall be installed in accordance with the manufacturer's
recommendations and the following procedure.
1) The'surface preparation shall comply with the requirements of Section
DA-9, SURFACE PREPARATION FOR MANHOLE RESTORATION.
2) App�y a minimum of one-half (1/2) inch specialty cement�ased
product (Quadex QM-1 s or Reliner MSP) smooth surFace for the
urethane coating material.
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3) The surface prior to application may �e damp but shall not have
noticeable free water droplets seeping or running water. Material
shall be spray applied per manufacturer's �ecpmmendations with a
minimum thickness of 125 mils (0.125 inch).
4) After the walls are coated, the woo,�den bench covers shall be
removed and the bench sprayed to the same average and minimum
thickness as required for the walls.
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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.
Testing of Rehabilitated Manholes
ASC-27
PART DA - ADDITIONp►L SPECIAL C.ONDITIONS
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a. After the epoxy liner has set (hard to touch), all visible pinholes shall be
repaired. Repairs shall be made by lightly abrading the surface and brushing
the lining material over the area. All blisters and evidence of uneven cover
shall be repaired according to the manufacturer's recommendations. Spot
check of coating thickness may be made by Owner's Representative, and th�e
contractor shal�, repair these areas as required, at no additional cost to the
Owner.
b. Testing of rehabilitated manholes forwatertightness shall be performed by the
Contractor after operations are complete in accordance with SectionDA-18 —
VACUUM TESTING OF REHABILITATED MANHOL�S.
.ME�ASUREMENT AND PAYMENT
Payment shall be based on the Contract Unit Frice per vertica� 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 fumishing all labor, supervision, materials, equipment all
testing necessary to complete the work. 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-17 PRESSURE GROUTING:
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09l01l98
GENERAL
Scope. This Section govems all work, materials and testing required for the pressure
grouting of manhole defects. Manholes or sections of manholes with active leaks
shall be repaired as indicated in the Manhole Rehabilitation Schedule in�Part I.
2. Description. The Contractor shall be> responsible for the furnishing of all labor,
supervision, materials, equipment, and testing required for the completion of pressure
grouting of manhole defects in accordance with the Contract Documents.
3.
4.
Manufacturer's Recommendations. Materials, additives, mixture ratios, and
procedures utilized for the grouting process shall be in accordance with
manufacturer's recommendations.
Manholes. Manholes to be grouted are of brick, concrete, or fiberglass construction.
MATERIALS
Grouting Materials:
a. Urethane Gel Grout Urethane gel grout, such as Scotch-Seal 5610 gel or
equal shall be a hydrophilic polymer. The chemical shall be mixed within the
range of from 8 to 10 par�s of water and shall contain a reinforcing agent'
. supplied by the same manufacturer. The material shall gel and cure to a
tough flexible elastomeric condition. When wet, the gel.shall exhibit strength
properties of at�least 25 psi tensile at 150 percent elongation. The material
ASC-28
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PART DA - ADDITIONAL SPECIAL CONDITIONS
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shall not change in linear dimension more than eight`'per`cent when, subjected
to wet and dry cycles.
b. The chemical grout shall be applied so as to have the grout material flow
freely into the defects. To avoid any wastage of the material flowing through
the defects, a gel control agent may be added. Tfie following properties shall
be exhibited by the grout:
1) Documented service of satisfactory perFormance in �similar usage.
2) Controllable reaction times and shrinkage through the use of
chemicals supplied by the same manufacturer. The minimum gel set
time shall be established so that adequate grout travel is achieved.
3)
4)
5)
Resistance to chemicals; resistant �"to most organic solvents, mild�
acids and alkali.
Compressive recovery retum �to original shape after repeated
deformation. �
The chemical shall be essentially non-toxic in a cured form.
6) Sealing material shall � not be rigid or brittle when subjected to dry
atmosphere. The material shall be able to withstand freeze/thaw and
moving load conditions,
7) Sealing material shall �e noncorrosive.
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a. A reinforcing agent such as IScotch-Seal Brand 5612 reinforcing agent or
equivalent shall be utili�ed in accordance with manufacturer's
recommendations. Any 5612 t�einforcing agentwhich contains lumps must be
discarded. Care must be taken to be sure that the pH of the water in the tank
is from 5 to 9. As a precaution against the possibility of the pH being outside
this range, take a small amount of water from the tank to which Gel
Reinforcing Agent 5612 is to �e added. Add a few drops of 5612 to this test
. sample. Scotch-Seal Brand„ Gel Reinforcing Agent 5612 should disperse
readily. If precipitation occurs, drain the tank and retest. Repeat as
necessary until dispersion oc�urs. If dispersion does not occur, do not use
the water source. � �
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b. A filler material such as G�elite 292 (diatomaceous earth) from Johns
Mansville or equivalent shall be utilized. Th�° �ddition of the filler material
shall not exceed the quantity� specified by the rr�anufacturer, and continuous
agitation of the water side of �the mixture is requ,ired. The filler material may
also be utilized as a reinforcing agent in accordance with the urethane gel
grout manufacturer's recommendations. �
1. Additives: Grout additions may be utilized for catalyzirlg the gel reaction, inhibiting
the gel reaction, buffering the solution, lowering the �freezing temperature of the
solution, acting as a filler, providing s,trength or for inhibition of root growth.
ASC-29
PART DA - ADDITIONAL SPECIAL CONDITIONS
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2. Root Control: A root inhibiting chemical such as dichlobenil shall be added to the
chemical . grout mixture at a safe level of concentration and shall have the abilifiy to
remain active within the grout for a minimum of 12 months.
3. Material Identification: Contractor shall completely identify. the types of grout, mortar,
sealant, and/or root control chemicals used and provide case histories of successful
use or defend the choice of grouting materials based on chemical and physical
properties, ease of application, and expected performance, to the satisfaction of the
Engineer. ,
4. Mixing and� Handling: , Mixing and handling of chemical grout and forming
constituents, which may be to�ic under certain conditions shall be in accordance with
the recommendations of the.manufacturer and in such a manner as to minimize
hazard to personr�el: If is the responsibility of the .Contractor to� provide appropnate
protective measures to ensure that chemicals or gels produced by the chemicals are
under control at all times and are not available to unauthorized personnel or animals.
All equipment shall be subject to the approval of the Engineer. Only personnel
thoroughly familiar with the handling of the grout material and additives shall perForm
the grouting operations.
EXECUTION
1. General. Manhole grouting shall not be performed until sealing of manhole frame
and grade adjustments, partial manhole replacement, or manhole repairs are
complete.
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Preliminary Repairs:
a. Seal all unsealed lifting holes, unsealed step holes, voids larger than
approximately one-half (1/2) inch in thickness. All cracked or deteriorated
material shall be removed from the area to be patched and replaced with
Octocrete, as manufactured by IPS Systems, Inc. or equal, in accordance
with manufacturer's specifications.
b. Cut and trim all roots within the manhole.
Temperature_ Normal grouting operations including application of interior coating �
shall be perFormed in accordance with manufacturer's recommendations.
4. Grouting Materiat Usage. Grouting of the manhole may include corbel, wall; pipe
seals, manhole joints, wall to flattop joint, and/or bench/trough. Areas of the manhole
designated to be grouted will be directed by the Engineer. If entire manhole is
scheduled for grouting, grouting shall include the entire manhole including corbel,
wall, pipe seals and bench/trough. Pipe seal grouting shall include all pipe seals in
the specified manhole and grouting of the specified manhole including the
bench/trough to the maximum height of 18 inches from the" crown.
5. Drilling and Injection:
ASC-30
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PART DA - ADDITIONAL SPECIAL C�NDITIONS
a. Injection holes shall be drilled through the manh��le wall at locations indicated
in the appropriate detail(s) in Part H. �
� b. Grout shall be injected through the holes under pressure with a suitable
probe. Injection pressure shall not cause damage to the manhole structure or
surrounding :surface features. Grout shall be injected through the lowest
D holes first. The procedure shall be repeated until the manhole is extemally
sealed with grout.
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c. Grouting from the ground surface shall not be allowed.
d. Grout travel shall be verified by observation of grout to defects or adjacent
injection holes. Provide additiQnal injection holes, if necessary, to ensure
grout travel.
e. Injection holes shall be cleaned with a drill and patched with a waterproof
quick setting mortar for brick and concrete manh'oles.
6. Testing of Rehabilitated Manholes. Testing of rehabilitated manholes for water
tightness shall be perFormed by the Contractor in the presence of the Engineer in
accordance with the requirement of Section DA-18, VACUUM TESTING OF
REHABILITATED MANHOLES of these specifications.
MEASUREMENT AND PAYMENT
If the entire manhole is grouted, the Contract Unit Price shall be per vertical foot grouted as
indicated on the Manhole Rehabilitation Schedule included in these specifications or as
required by the Engineer.
. Payment for grouting pipe seals, bench and trough, and 18 inches above crown of pipe, and
�� grouting flattop to wall joint, shall be based on the Contract Unit Price per each manhole
rehabilitated as indicated on the Manhole Rehabilitation Schedule. The Contract Unit Price
shall be payment in full for perForming the work and for furnishing all labor, supervision,
materials, equipment, preliminary repairs and testing necessary to complete the work
!� including grouting with urethane grout.
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DA-21 REPLACEMENT OF CONCRETE CURB AND GUTTER:
Contractor shall replace all damaged existing curb and gutter, as designated by the Construction
Engineer, and replace with standard concrete 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 excavation into the street to aid in the construction 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 street 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 within the parkway such as water meters, sprinkler
system, etc. damaged during construction shall be replaced with same or better at,� no cost to the
City.
os�av�a ASC-31
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PART DA - ADDITIONAL SPECIAL CONDITIONS
Backfill for curb and gutter shall be completed within fourteen (14) calendar days from the day of
demolition to date of completion. if the contractor fails to complete the work within fourteen (14)
calendar days, a$100 dollar liquidated damage 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.
DA-22 REPLACEMENT OF 6" CONCRETE DRIVEWAYS:
This item shall include the removal and replacement 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 goveming this item see Item No. 104 "Removing Old Concrete", Item No. 504"
Cqncrete Sidewalk and Driveways". Pay limits for concrete driveway are as shown in Drawing No.
S-S5 of the Standard Specifications•. � �
The unit price bid per square yard shall be full compensation for all labor, material, equipment,
supplies, and incidentals necessary to complete the work.
DA-23 REPLACEMENT O� 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
upon which time the contractor will begin work. The failed area shall be saw cut, or other similar
means, out of the existing pavement in square or rectangular fashion. The side faces shall be cut
vertically and all failed and loose material excavated. As ,a part of the excavation process, all
unsatisfactory base material shall be removed, if required, to a depth sufficient to obtain stable
sub-base. The total depth of excavation could range from a couple of inches to include the
surface-base-some sub-base removal for which the Engineer will select the necessary depth. The
remaining good material shall be leveled and uniformly made ready to accept the fill material. All
excavated material shall be hauled off site, the 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" surface mix. This item will always be used even if no
base improvements are required. The proposed H.M.A.G. repair shall match the existing
pavement section or the depth of the failed 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 are applied, any loose material, mud and/or water shall be
removed. A liquid asphalt tack coat shall 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 standard densities of the City of Fort Worth, made in
preparation to accept the recycling process.
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 full com�pensation for all materials, labor, equipment and
incidentals necessary to complete the work.
o�io,r�s� ASC-32 . . . .
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PART DA - ADDITIONAL SPECIAL CONDITIONS
DA-27 2" H.M.A.C. SURFACE COURSE (TYPE "D" MIX):
All applicable provisions of Standard Specifcations, Item Nos. 312 "Hot-Mix Asphaltic Concrete"
Dand 313 "Central Plant Recycling-Asphalt CoiiCrete" shall apply to the construction methods for
this portion of the project. �
DStandard Specification 312.5 (1) shall be revised as follows: The prime coat, tack coat, or the
asphaltic mixture shall not be placed unless the air temperature is fifty (50) degrees Fahrenheit
and rising, the temperature being taken in the shade and away from artificial heat. Asphaltic
� material shall also not be placed when the wind conditions are unsuitable in the opinion of the
Engineer.
D The contractor shall furnish batch design of the proposed �hot mix asphaltic concrete for City
approval 48 hours prior to placing'�he H.M.A.C. overfay. The: City will provide laboratory control as �
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The unit price bid per square yard of H.M.A.C. complete and in place, shall be full° compensation
for all labor, materials, equipment, tools, and incidentals necessary to complete the work.
DA-32 REINFORCED CONCRETE PAVEMENT OR BASE (UTILITY CUT)
The following specifications are for the fumishing 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 brought to a uniform surface by working 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.
C. CURING:
The reinforced concrete pavement surfaces shall be sprayed uniformly with a membrane curing
compound conforming to the requirements 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 removal of the existing reinforced concrete pavement. The
existing pavement shall be sawed so as to maintain an even, straight pavement cut. The
existing reinforcing steel at sawed line and construction joints shall be lapped 18 inches with the
new reinforced concrete pavement. The existing steel shall be thoroughly cleaned before
lapping.
psia��a ASC-33
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PART DA - AD�DITIONAL SPECIAL C�ONDITIONS
The following work method wiil be perFormed on each utility cut:
1. Place safety signs, barricades and/or other waming devices where necessary and as
required.
2. Replace pavement to nearest joint.
3. Mark out the damaged area with keel, chalk line or paint being sure to include all areas
requiring repair. �
4. Saw cut along marked lines a minimum of.finro (2) inches deep.,
5. Remove existing ct�ncrete.
6. Form 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.
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9. Maintain traffic control devices to protect the area until the concrete has cured seven days or
concrete reaches 3000 psi compressive strength.
E. PAYMENT:
, Payment shall be made at the unit price 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 POTENTIALLY PETROLEUM CONTAMINATED MATERIAL HANDLING
A. GENERAL:
Where �known by the design engineer, the locations of potentially petroleum contaminated
material (soil) that may be encountered during ;excavation and/or construction activities will
� be shown on the plans. For all locations,where material,is excaVated and suspected of being
contaminated with petroleum products, whether known or not, these special conditions are to
be followed. The contractor is also to follow �all applicable Federal. State and Local
regulations wher� handling known or suspect contaminated materials (soils).
i1�i�I• -I.�;,1,[ � • •,
a. Excavation, stockpiling and testing of Poteqtially Petroleum Contaminated Material.
b. Removal, testing, and disposal of petroleum contaminated groundwater.
c. Obtaining and paying for required permits.
d: Hiring of qualified environmental professional consultant(s). ContraCtor will be
required to submit the environmental consultant's experience and qualifications to the
City prior to beginning work in areas of Potentially Petroleum Contaminated Material.
o`�ia��sa -- ASC-34 ,.
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PART DA - ADDITIONAL SPECIAL CONDITIONS
e. Hiring of qualified environmental sampling professionals that will collect and submit
samples to the applicable City of Fort Worth testing laboratory. The City of Fort
Worth's Department of Environmental Management for coordination of laboratory
testing.
2. REFERENCES
a. All applicable OSHA regulatory requirements.
b. All applicable Environmental Protection Agency (EPA) regulatory requirements.
c. Atl applicable State of Texas regulatory requirements.
d. All applicable City of Fort Worth (City) regulatory requirements.
e. All applicable NIOSH standards.
f. All. applicable TNRCC requirements. .
3. SUBMITTALS
a. The contractor shall prepare �and submit to the City's Department of Environmental
� Management, Senior Specialist in Compliance, pla�s for handling Potentially
Petroleum Contaminatec7 Material (PPCM) not less than 30 days prior to
commencing exc�vation.
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b. The Contractor shall take necessary precautions while performing this project.
Contractor shall not commence PPCM work (1) Contractor's submittal for dealing
with PPCM is reviewed by the City and (2) the plans (i.e., drawing and description) for
discharging any treated liquid into the storm sewer or sanitary sewer are reviewed by
the City (3) and acceptable stockpile area is identified by the Contractor.
c. Contractor shall submit the name of his proposed qualified environmental
professional consultant(s) and proposed PPCM Handling Plan to the City. The
PPCM Handling Plan shall include the detailed seguence of construction including
proposed excavation and handling methods, proposed carriers for contaminated
materials, waste disposal site, and a list of any permits that may be required for
PPCM handling or contaminated materials disposal. The above data must be
compiled and arranged in a format that is acceptable to the Texas Natural Resource
�onservation Commission (TNRCC).
d. Contractor shall submit actual limits of PPCM excavation, as prepared by his qualified
environmental consultant(s) and testing lab.
e. Contractor shall submit for review the proposed carrier �pipe material to be used with
the actual limits of PPCM excavation, including pipe gasket and carrier pipe coating
or liner.
PRODUCTS:
1. PIPE GASKET MATERIAL. Materials used within the actual limits of PPCM excavation,
including pipe gaskets, shall be resistant to petroleum hydrocarbon deterioration.
� C. EXECUTION:
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ASC-35
PART DA - ADDITIONAL SPECIAL CONDITIONS
1. POTENTIALLY PETROLEUM CONTAMINATED AREAS
a. Areas suspected of having petroleum contaminated material (soiis) are shown in on
� the engineering drawings.
b. In areas other than those noted on -the plans and where potentially petroleum
contaminated materials are either detected or suspected, the City of Fort Worth and
the Engineer should be notified immediately and the work should proceed in
accordance with this section.
2. SCREENING POTENTIALLY PETROLEUM CONTAMINATED AREAS
. a. Care should be taken during;all excavation and dewatering. activities to identify areas
potentially contaminated by petroleum. �
b. VVhen a petroleum odor is encountered during excavation or when there is visual
evidence of potentially petrol�um contaminated soil, the Contractor shall notify the
Engineer without delay.
c. The Contractor shall have retained the services of an environmental consultant who
shall be present at the site to screen suspect soil with a photo-ionization detector
(PID) or a flame ionization detector (FID). A reading of 20 ppm above ambient
conditions or greater on PID or FID tested s,oil sample will be considered potentially
petroleum contaminated. The soul sample should be a recent sample from the
excavation face: The sam�le should be stored in a laboratory supplied glass jar with
a teflon gasket lined lid. The City of Fort Worth Department of Environmental
Management will be notified prior to all sample collection and submittal to the current
testing laboratory identified by the City. The PID or FID tests should.,be performed in
a confined location. Soils producing a�reading of less than 20 ppm above ambient
will not be considered potentially petroleum contaminated. The PID or FID shall be
calibrated according to manufactures instructions.
d. Water encountered during excavation or dewatering shall be considered to be
potentially contaminated if there is a visible sheen, a hydrocarbon odor, adjacent soil
that appears. visually to be contaminated by hydrocarbons or at any time the
Contractor has reason to believe that hydrocarbon contamination may have
occurred. The Contractor shall imrr7ediately notify the City and the TNRCC whenever
contaminated water is encountered.
e. The Contractor shall contact the City whenever contamination from any source is
suspected.
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3. HANDLING POTENTIALLY PETROLEUM CONTAMINATED SOIL (PPCS)
a. Contractor shall coordinate with the City to determine a suitable location for the
stockpiling of contaminated soil. The following procedure shall be followed in
preparing the chosen site:
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ASC-36 ` '
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PART DA - /�DDITIONAL SPECIAL CONDITIONS
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Provide a diked enclosure large enough to hold all material and prevent runoff.
The diked area shall be lined with 20-30 mil plastic tp prevent seepage into the
existin� soil.
At the end of each work day, Contractor shall completely cover stockpile�'with 20
mil plastic. During the day, the Contracfor shall keep the stockpile covered, as
necessary, to prevent release of contaminated materials due to rain or wind.
Sampling and evaluation of materials will be performed at the Contractor's
expense. (The City of Fort Worth will provide laboratory services)
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b. PPCS shall be handled, tested, observing all standard chain-of-custody procedures
and sacnpling preservation and analyses shall conform to published and recognized
standards.
� � c. The stockpiled PPCS shall be sampled and tested every� 50 cubic yards for Total
� Petroleum Hydrocarbons (TPH) (EPA 418.1) and Benze,ne, Toulene, Ethylbenzene
and Xylene (BTEX) (EPA 8020). All test results will be forwarded to the City of Fort
Worth Department of Environmental Management.
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d. Contaminated soil identified by test results will be disposed of according to DA-27,
Loading, Transportation, and Disposal of Contaminated Soil.
e. It is the intent of the City of Fort Worththat uncontaminated soils be utilized as backfill
material, if the soils also meet the Type C or B backfill classifications.
4. HANDLING POTENTIALLY PETROLEUM CONTAMINATED WATER (PPC1l�
� a. Water pumpedy from the excavation or from dewatering activities that has an oily
sheen, a hydrocarbon odor, or is otherwise suspect, shall be considered potentially
petroleum contaminated.
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b. PPCW shall be handled, tested, and discharged in accordance'with the TNRCC's
appropriate state regulation. PPCW shall be tested no later than 15 days prior to
extraction. PPCW shall, if necessary, be treated in an appropriately sized oil/water
separator, air stripper or GAC canisters. Contractor shall have his testing laboratory
�. determine that the oil/water separator treated dischar.ge is within the limits
� established by the TNRCC's regulations before being allowed to discharge
(discharge to sanitary sewer). Contractor shall be responsible for furnishing the
effluent test reports to the City.
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c. Alternatively, the Contractor may dispose of contaminated water, after appropriate
pretreatment, into the sanitary sewer collection system. It shall be the responsibility
of the Contractor to obtain the necessary permit(s) and to perform all testing required
by the City of Fort Worth Pretreatment Services Division.
d. All treated water shall be discharged into a Contractor supplied Frac Tank, sampled,
and analyzed before discharge into the sewer system.
ASC-37
PART DA - ADDITIONAL SPECIAL CC�NDITIONS
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e. The product that is recovered shall be dispose� of in accordance with all applicable
regulations. Any phase separate product recovered from the oil/water separator and
air stripper shall be transported in accordance with Department of Transportation
rules and regulations for flammable products. When transporting product for
disposal, transportation shall also be performed by a licensed carrier. The Contractor
is responsible for proper manifesting of the material from the site to the waste
disposal facility: Completed Manifests shall be retumed to the City Department of
Environmental Management within 90 days of shipment.
5. HANDLING VAPOR CONCENTRATIONS
a. In order to maintain safe working conditions, the vapor concentrations should not
exceed 20 percent of the Lower Explosive Limit (LEL). During construction,
measures should be taken to maintain LEL levels below 20 percent in all working
� areas. � � � �
b. To monitor vapor levels and o�rygen levels a combustible gas indicator (CGI) with a
LEUb2 meter should continuously operate in the working area. The CGI should be
properly calibrated and should have an alarm that sounds if 20 percent LEL is
reached. Monitoring data from the GCI should be recorded periodically to determine
if ventilation or other methods are effective. In the event local health and safety
agencies require more stringent monitoring, the local regulations must be
impfemented.
.D. MEASUREMENT AND PAYMENT:
Payment for handling PPCS, PPCW and Vapor Concentrations, obtaining and paying for any
permits required, hiring the services of a qualified professional environmental consultant(s),
environmental issues, stockpiling and all issues included and incidental to this section will be
full compensation for all labor, equipment, materials, and supervisio�. Measurement and
Payment for this section will be per linear foot of trench excavated where the excavated
material is handled as a contaminated material. No separate� payment will be made for
handling of contaminated water, vapor concentrations, sampling, stockpiling, etc.
DA-35 LOADING, TRANSPORTATION, AND DISPOSAL OF CONTAMINATED SOIL
A. GENERAL:
This item has been established for the loading, transportation and disposal of contaminated
soils in a State of Texas approved disposal site (landfill) to handle special wastes
(petroleum contaminated soils). A bid item has been established in the proposal for the
proper loading, transportation and disposal of the material to a designated site and the
quantity established is the engineers best estimate of the quantity that may be removed.
This quantity may vary �clepending upon actual conditions and testing results. The unit
price bid will not be increased regardless of the actual amount of material disposed and
may be decreased if a larger volume of material, than that listed in the bid proposal,
results in a unit cost reduction �for disposal.
B. WASTE MANIFESTS:
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ASC-38
� PART DA - ADDITIONA�L SPECIAL CO:ND�TIONS
� Any �and all non-hazardous liquid and petroleum substance waste removed from the site
of generation and transported for treatment and/or disposai must be accompanied by a
waste shipment record/manifest detailing required generator, transported, destination
� and waste description information. These results may not be uniform throughout the
entire site. For all petroleum substance waste, the waste shipment record utilized shall
be the TNRCC PETROLEUM-SUBSTANCE WASTE AFFIDAVIT (Form TWC-0332).
� The Contractor shall be responsible for obtaining, originating and tnaintaining manifests
in accordance with federal and state laws. The Contractor shall sign themanifests forms
as Independent Contractor to the Owner. AUTHORIZATION OF PAYMENT FOR
� REMOVAL TRANSPORT AND TREATMENT / DISPOSAL OF WASTES IN
CONTINGENT UPON RECEIPT BY THE ENGINEER OF FULLY COMPLETED AND
SIGNED MANIFEST FORMS that are in agreement with regard to the type and amount
� of waste removed from the site and received by the treatment/disposal facility. The
Contractor shall immediately resolve any manifest discr.eparacies. Completed Manifests
' shall be retumed �to the'City Department of Environmental Management within 90 days of
'j shipment.
C. MEASUREMENT AND PAYMENT:
� Payment for this item shall be made per in place cubic yard of contaminated soils that are
loaded, transported and disposed of in an approved special disposal site. No separate
� payment will be made for loading, transportation and disposal of contaminated ground
waters collected; these costs considered subsidiary to D-26, POTENTIALLY
PETROLEUM CONTAMINATED MATERIAL HANDLING. The proposed landfill shall be
J included in the Contractor's bid submittal and approved by the City of Fort Worth
Department of Environmental Management prior to contract award. Contractor shall be
responsible for all landfill costs, including, but not limited to landfill fees, transportation
� costs and landfill operator requested analytical testing and waste characterization.
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ASC-39
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PART E
SPECIFICATIONS
EASEMENTS
PERMiTS
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SECTION 1- SECTION E SPECIFICATIONS (January 1, 1978)
All materials, construction methods and procedures used in this project shall meet the General
Contract Documents and General Specifications, together with any additional material or
construction specification(s) or later revisions(s). (See revisions listed on this sheet). Sections
El, E2, and E2A of the Fort Worth Water Department General Contract Documents and General
Specifications are hereby made a part of this contract document by reference for a11 purposes, the
same as if copies verbatim herein, and such Sections aze filed and kept in the office of the City
Secretary of the City of Fort Worth as an official record of the City of Fort Worth.
INDEX
E1 MATERIAL SPECIFICATIONS
� � E2 � CONSTRUCTION SPECIFI�ATIONS
E2A GENERAL DESIGN DETAILS
Revisions as of Apri120, 1981, follow:
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E1-2.4 Backfill: (Correct minimum comp�ction requirement to 95% Proctor
density and correct P.I. values as follows):
C. Additional backfill requirements when approved for use in streets:
1. Type B Backfill
(c ) Maximum plastic index (PI) shall be 8
2. Type C Backfill
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(a) Material meeting requirements and having a PI of 8
or less shall be considered as suitable for
� compaction be jetting. � '
(b) Material meeting requirements and having a PI of 9 or
more shall be considered for use only with mechanical
compaction.
E2-2.11 Trench Backfill: (Correct minimum corripaction requirement wherever it appears in this
section to 95% Proctor density except for paragraph a. l. where the "95% modified Proctor
density" shall remain unchanged).
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SECTION E100 - MATERIAL SPECIFICATIONS
MATERIAL STANDARD E 100-4
JANUARY 1, 1978 (ADDED 5/13/90)
E100-4 WATERTIGHT MANHOLE INSERTS
E100-4.1 GENERAL: This standard covers the furnishing and installation of watertight gasketed
mahhole inserts in the Fort Worth sanitary sewer collection system.
E100-4.2 MATERIALS AND DESIGN:
a. The manholes insert sha11 be of corrosion-proof high density polythelene that
meets or exceeds the requirements of ASTM D 1248, Category S, Type III.
b. The minimum thickness of the manhole insert shall be 1/8".
c. The manhole insert shall have a gasket that provides positive seal in wet or dry
condtions. The gasket shall be made of closed cell neoprene rubber and meet the
requirement of ASTM D1056, or equal.
d. The manhole insert shall have a strap for removing the insert. The strap shall be
made for minimum 1" wide woven polypropalene or nylon webbing, with the
ends treated to prevent unraveling. Stainless steel hardware shall be used to
securely attach to the insert.
e. The manhole insert shall have one or more vent holes or valves to release gasses
and allow water inflow at a rate no greater than 10 gallons per 24 hours.
E 100-4.3 INSTALLATION:
a. The manhole frame shall be cleaned of all dirt and debris before placing the
manhole insert on the rim.
b. The manhole insert shall be fully seated around the manhole frame rim to retard
water from seeping between the cover and the manhole frame rim.
E100 (1)
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�SAND MATERIAL.
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EMBEDMENT
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CASE 3� EXISTING PAVED STREET T[� BE RECONSTRUCTED
EXCAVATION, BACKFIL� AND PAVEMENT REPAIR UNDER
PR�P�SED OR EXISTiNG STREETS
:FIGURE A SHEET20F2
NTS APRIL 20, 1995
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Scale 3/4 "� 1 '-0
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APPENDIX A
EASEMEl�TT DOCUMENTS
J Six Co ies in 3-rin binders of all the ri ht-of-en easements
p � g ) g �'
� (temporary construction and permanent) obtained for this project
are available for examination at the plans desk of the Department
of Engineering. Bidders shall be provided with copies of any
� right-of-entry or easements upon request. The terms of all Special
Provisions or Conditions for easements shall be applicable. The
� responsive low bidders(s) wi11 be furnished with a copy of
Appendix A after award of contract. Bidders shall not remove any
� of the 6 copies from the plans desk.
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(I'r¢woux \�rr•inns � �b.��lr�rl
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nPI'ROVAI.,�
To: '1'hc ('ilt' af ('c�rl Woi1h
DcE�arimcnl <if f?n�;inccrinR
I�tn�►'�I�rc�cknioilon ti�rcc�
f aiy Wortli. '('czas 7(� 11�2
c% Mr. A. Dou�;lsis Rsidcin,�kcr. I' I?
Pcrinillt 220-SS-21I-�)K
Il�v�• No, I-10
Maiiucn.�ncc Scclion No.0�4
(bun11': T;Irrilltl
17n1a JuIV 27. I�)�)ti
'Thc'T'cx��s Dcparinicnl of'I'r:ins��rt;ilion ('1'�I)(Yf) offcrs no o�jcclion lo Ihc loc,iiion on �lic ri�;hl-of-way of yourproposcd�lZ" ,Sr�nrtur{r
.ti'c�i��cr l.ine ivit/r S,/" ,ilc��l C'rr.��ia�� ;is slio�ti�n hy acconipam�ing dra��•ings and noticc dalcd .lunc 20. 199R cxccpl as nolcd hclo�v.
Reyr�ircmu�rrt�: '!'ru[Jir corrlrnl deti�icc.�• .clru!l hc• in .�7ric! ucrurdairce� �vi1/1 Ihe� l'e.rux Mm�uul ar Unijorm '!'ru/'fic Conlrnl /)c�vices.
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Your ;�t�ci�lion is dircctcd lo go��cmin�; la���s, cspcciall�� lo Arlicic GG7�w-I. Vcrnon's Annolalcd Civil Slalulcs of Tcxas. pertaining to
C'ontrol of Acccss. Acccss for scn�ing this installaUan sltiill bc limilcd to acccss ��ia (a) fronl��bc roads whcrc providcd. (b) nc�irby or
�idjacci�l public roads or slrccls. 8 trails alon� c�r ncar Uic hibinvay rij;l�l-of-way lincs, conncclinb onlV lo an intcrsccting road: froni am� onc
or all of �vl�ich cnW mt�y bc nutdc lo (hc oulcr porlion of tltc higliw,�y ri�;i�l-of-�v;i}� for normal scn�icc aud maintciti�ncc operations. Thc
Qwncr's ri�tils of �tcccss to tl�c through-tr.�ffic ro:�d��•.�ys and r.uiips shall bc subjcci �o ihc samc ndcs and rebidaUons as appl�' lo tlic
�;cncral public cxccpt_ ho�ti�c��cr. if an cmcr�;cnc�� situation occurs ��nd ��s►u�l mc:u�s of acccss for nortnal scrvicc oper�lions and �vilt nol
permi� �hc itumcdiatc acGon rcqi►ircd h�� U�c U�ilit�� O���ncr in n��tking cmcr�cncy rcpairs as roquircd t'ar tlic safcry and����clfarc of tl�c
public. �hc Utilih� O�ancrs sl�all ha�•c a ic�iiporan� ri�hl of acccss to and from thc U�rougli-tnif("ic roadways ��nd raiups as ncccss�uy to
accomplish thc rcquircd c�ucrgcnc� rcpairs. prci�•idcd TxDOT is in�mcdiatcl�� uotif icd b�� �I�c Utility Owncr wlicn such rcpairs arc inititricd
and adcqu.�tc provision is nuidc b� thc U�ilily O�vucr for convcnicncc and satcty of hi�;h���ay traf[ic.
It is c�pressly ui�dcrslood ll�at ll►c TxDO'1' docs not pur��ori. I�crcb��, to f;r.int an�� righl. clain�_ titic. or e�iscntenl in or upon Iliis hi�;lt�vay:
and it is funlicr �uidcrstood tl�a� �I�c T�UO'T' m;i�• rcquirc tl�c o���ncr to rcloc<�tc ihis linc_ si�bjcct to provisioi�s of bovcrning la���s. by givu�g
�hirly (30) daYs ���riticn noticc.
You arc rcqucsicd lo noUfy tliis oC(icc prior io comn�cnccmcnt of anv rouUnc or periodic uiaintet�nce wluch requires pnuiing of trecs
��-ithin thc I�igl�way ri�;ltt-of-wa��. so ihat ��•c n�a�� ��ro��idc spcci(ications for Qic cxtcnl and mctl�ods to govcrn in trininung, toppinb. trcc
balance. tti�pe oC ci►ts. paiatinb cuts an�1 dcan �ip. Tliese speci(icaUons are intended Io preservc our cot�siderible investment in lii�l�way
plmiting �md bc��uti("ication. by rcducing daniagc duc to trimniing.
Thc installation sl�ill not d:�niagc am� part of thc high��:iy and adcqik�tc provisions nu�st bc madc to causc miuinuun incom�cnicnccs to
traffic and adjaccnt propern� o��mcrs. lii U�c c�•cnt thc O�vncr fails to compl�• ��•ith any or all of Q�c rcqttircments as sct fortl� l�crcin. thc
Sta�c ma}� takc sucl� action as it dccros approprialc lo contpcl compli�uicc.
GENERAL SPECIAL PROV[SIONS:
J Spccial Raluircmcnts for installation of Utilitics ou High�vay Ribht-of-Way
B:�ckfill of Ulility Trcnchcs. Rc��. Fcb.. I�)7 I
Utilit�• Constniction Work on Saturda�•s .ind Sund.i��s for Utilit�'
Installations Autliori�cd b�� Utilit�� Pcrmi�
� Utililt� Policv Cl�arl.
DcEails for lnslalling Undcrground U�iliiics in Vicinity of Trccs.
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REVECETATION SPECIAL PROVISIONS: In ordcr lo minimi•r.c crosion .uid scdimcntalion resulting from thc proposcd installaUon.
il�c pr�jcct ���ill bc rc��cgctatcd as indicaicd c�n U�c aU�ichn►cnl.
'i'hc lJ�ili��� Contraclor sliall coivact �hc prc�per Ci��• Authoritics prior to constnictirni
Plc;iu nolif�� l;l���ris Rudri�ac�z «1N1?-.i711-r�.S,Yi. I�c�i1c-ci�ht (-1}{) hours prior lo sLu7iuR conslniclion of llic linc in ordcr Ili:u ��r nia�• ha��c
,i rcprr`cnl.ili��c prCSCi�I. ' .
'I�c��iti I)c�r,irti�icnl of'(�r,intiparl:uii�n-Pui1 Woi1h
�Ic� �n L- nnnioi�ti. P f-. I) Iric :�inccr .
���• � 2
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I�i�r GI� iits P 12u�lri�;u�i �
Itit�lu ul� W;i� I llilil� -�};riu �
�
�. Notice of Proposed Installation
D �- Utilit Line on Controlled Access Highway
,% Y
�Form �082 (Nev.9•93!
(Previout vertiion(s! sre obsole�e.�
To the Texas Tranaportat;ion Commiseion ' Date Jun� 2 0, 1 9 9 8
�c!o Diatrict Engineer ,
Texas Department oE''1`ranspartation
Fort Worth ,Texae � ;
QFormal notice is hereby giventhat City ot Fort Worth
Company propoaes to place a Sani ��ry Sewer
n line'withia the right-of-way of Inters tate � Hw� 3 0 in
«' Texas as follows: (give location, length, general design, etc.)
u
�
Tarrant
County,
This line will be ].ocated just east of Interstate Highway 30 ,
between Winston Ave, at T.aft Ave. Length into State R.O.W. will
be approx, 95'. Approx. depth varies from 6.5` to 12.0'. Pipe
material will be 42" PVC a�cased w/ 54" steel pipe. There will be 2 manholes
involved; 1 at the R.O.W. line at Elev. Si5.5Q' and 2 at the
intersection of M-164R (prop? and exist,M-389 a� Elev. �512.75.
See plans for further details. .
DThe line �will be constructed and maintained on the highway rigiit-of weip as shown on the at�ached drawing azid in
accardance with the rules, regulations and �policies of the Tezas. �Department of 'I�ansporiat;io�,,('YYAOZi;� and,all
Dgaverning laws, including but not limited to the "Federa.l Clean Water Act "the "Federal Endangered Species Act,"�and
the "Federal Historic Preservation Act." Upan request by `IkDOT, proof of compliance with alI governing laws, ruies, and
regulaiions will be submitted to TxDOT before commencement of construction.
� Our firm will use Best Management Practices to minimize erosion � and sedimentation resulting from the proposed
installation, and we will revegetate the pro}ect area as indicated under "ftevegetation Special Provisions."
�Oux firm will insure that tr�c control measures complying with applicable gortions.pf. the:Tezas.Marival:of iin�it'orm
Traf�`cc Control Devices will be installed and maintained for the duration of this instaIlatian:"�''s;.`����'�� �� ;.. .� .
.;,:. � •<�• ,..y.,
� 'i.;:I •::� ',• •' . . .
e Iocation and description of the proposed line and appurtenances is�more�fully shoara by` •."� 5�.�.:( f ive 1. camplete
� � sets of drawings attached to this notice. - . , , - • ' •�
Construction of this line wi.11 begin on or after the 1 day of October � ,19 9 8 .
D �� ��
By signing below, I certify that I am autharized to represent the Firm Iisted below, and that the Firm agrees tv the
� conditiouslprovisions inciuded in this permit.
Firm Citv of Fort Worth
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By(Print) A.Doualas Rademaker
, %�►. S► ; �,. � ���� � . ..�
�2:.��� �
TiileDirector, Department of Envineerinq
Address 1000 Throckm�Xr�r�,
I�ort W�rth, Texas 76102
PhoneNo. 817 7G3-£3flE13_ l�tLn• Grady TYner
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tl'i�� i„u• \ cr����n, t rh�nlr�cl
To: Thc Ci�v of Fort Worlh
DcparUiici�l of Gnbinccring
I(u1(1 Throckmorlon Slrccl
Fort Wortli. Tcxas 7C,102
c% Mr. A. Dougl�is Radcmakcr. P.E.
n�>��izovni_.
Pcrmit # 220-SS-212-�)8
Hwy. No. US IKO
Maintcnancc Section No.U4
Counly: Tarranl
D,ilc: Julv 27. 19�)S
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Thc Tcxas Dcp.irtnicnl of Transponalion (TxDOT) offcrs no o�jccliott lo lhc loc�tlion on Ihc ribhl-of-wa,y of vo«r proposcd-/1" S�u�itc�ry
S�nncr /.i,re �oir1► S,l" .i'tee�! C'usin�,� as sho�vn b�< <�ccompai»�inb dra�vings and nolicc da�cd Junc 2U. (�)�)K cxcepl as notcd bclo�v.
Reqriireme�nLc: '1'ruf/ic� ra�trol device�s shu!l he in strict «ccorrlu�rcc witl� tlic 'I'e:ras Mrurua! un Unifurnr Traffic Contro! D��vires.
Your attcntion is dircctcd to bovcrning la�vs, cspccially to Articic G1�7��v-I, Vcrnon's Anuotatcd Civil Slatutcs of Tc.�is, pertau�uig to
� Conlrol of Acccss. Acccss for scrving U�is installation sl�:�ll bc limitcd to acccss via (a) fronta�;c roads �vhcre providcd (b) ncarby or
adjaccrn public roads or sU�ccls. 8 trails a(ong or ncar tlic l�ibh�vay ri�l�t-of-way lincs. connccting only to ��n intcrsccling road; from any onc
or all of ��•hich ciiW mav bc m��dc lo lltc oulcr portion oC (l�c higliway riglu-of-�vay for nor►nal servicc and nt�tinlc�titncc operations. Tl�c
O�vncr's righls of acccss lo lhc lhroubh-traf(ic road���ays aiid ruiips shall bc sut�jcct to thc samc rulcs and rebulaUons as apply to tl�e
� gcncr�l public cxccpL ho�ti•cvcr. if an cmcrbcnc�� situa�ion occurs and usi4�l nicai�s of acccss for ttonnal scrvicc operaGons and ►��i(I not
pern�il thc imii�cdiatc action rcquircd b}� ��c Utilil�� Owncr'in malcing cmcrgcnc�� rcpairs as rcquircd for ��c sil'ch� and �ti�clfarc of tlic
public. tl�c Utilit�� Owncrs shall h����c .� Icmporary right of acccss lo and from ihc U�rough-traffic road�va��s and ramps as ncccssary to
D acconiplish thc rcquircd cmcrgcnc�� rcpairs. pro��idcd TxDOT is immcdiatch� notificd by U�c Utility Ow�icr wlicn suc(� rcpairs arc initiatcd
and adcquatc pro��ision is madc b}• thc Ulilit�� O���ncr for com�c�iicncc and s��Cctv of high���a�� lraffic.
D Il is cxpressl�� undcrslood U�al thc TxDOT docs not purporl. hcrcby. to gr�nt an�� right, claim, liUc, or cascmcnt in or upon tliis high�vay:
and it is furtlicr widcrstood tl�at thc TxDOT m���� rcquirc U�e o���i�cr to rcloc��tc lhis linc. sn�jcct to provisions of govcrning la�+��s. b}� gi��ing
thirl}• ( �U) days �+�rilten noticc.
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You arc rcqucstcd to notify Qiis of(icc prior to commcnccmcnt of �ury rouUnc or periodic �uanrici�ance which rcquires pnu�inb of trccs
aithin thc highway riglit-of-�vay. so tl�at �vc ma�� providc speciticatioi�s for Qic cxtcnt and mctliods to govcrn in trimniing, topping. trcc
balance_ tr�pe of cuts, paniting cuts and clean up. These specificaUons are uitended to presen�c oi�r consider�ble im�estment in hig}��vay
planting and bc��utification, by rcducinb daina�c duc to trinuuing.
Thc inst,�llation slk�ll not d:�n�agc any part of thc higlnvay and adcquatc provisions must bc madc to causc mu�imwn incom�cnicnccs to
traf�c and acijacciit properiv o��•ncrs. In U�c c��cnt Ilic O��•ncr fails to comply �viUi am• or all of tlie rcquiremcnts as sct forlh l�crein. tlic
Statc m.��� takc such action as it dccros .ippropriatc to compcl compli�mcc.
GENERAL SPEC[AL PROVISIONS:
�Spcci.�l Rcquircmcnts for installatioii of Utilitics on High�vay Riglit-of-Wa��
, Backlill of Utility Trcnches. Rc��. Fcb.. I�)71
Ulilit�• C'onstructinn Work on Saturda�rs and Sundays for Ulili(v
li�stallations Authorircd bv Utilit�� Pcrmit.
�Utility Polic�� Charl. .
Dc�ails for Installing Undcrground Utilitics in Vicinit�• of Trccs.
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R�VEGETA't[ON SPECIAL PROVISIONS: In ordcr lo minimizc crosion and scdiiucntation"resultinb from tlic proposcd instc�ll;�tion.
ihc proi�ct ��•ill bc revcgctatcd as indicatcd on �hc au.�chnicnt.
Thc U�ili��� C'ontrac(or shall contacl thc proper Cit}� Authorilics prior lo construclion.
Plcasc notif�� C:/�tnis Rodri��riez. uf817-_i7//-hSRi. lort�•-ci�ht (�1};) hours prior to startinr� constniction of tlic linc u� orda- ihat n•c nci� Ir��•c
:� rcprrsciil:�li�•c presciil.
Tc�,is Dcparimcni of Transpo►lation-�ort Worth
Stc��ci� inu�ions.P.G. tri � �inccr �
:.�=�/���G C�`— •
For: G �'nis�gucr
Rigl�l of Wa�• Ulilit�� A��cni
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Form 1023 (Rev.9-93)
(Previout vertlon(s) ere obsolete.)
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Notice of Proposed Installation
Utility Line on Non-Controlled Accese H.ighway
DTo the Toxas Transportation Commisaian
c/o Diatrict Engineer
Texas DepArtment of Tranaportation
DFort Worth ,Texas
�Formal notice ie hereby given that City of Fort
Company proposes to place a Sani fi.� ry ,SPwPr
line within the right-of-way of ��+ o
� Texas as follows: (give location, length, generaI design, etc.)
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Date June 20� 1998
Worth
in Tarrant
County,
One line will be placed under Lancaster Ave,. via boring. The
location will be approx. 550' North of Winston Ave, on Lancaster.
The length of the line in State R,O.W. is Approx. 135 L.F. Pipe
material will be 42" PVC steel encased w/ 54" steel pipe. A
manhole will be located at the S. R.O.W. line of Lancaster at
elev. 521.0' Depth of pipe below the.roadway will be approx.
11.5'. Also, an existing 6" San. Sewer line along the S. R.O.W.
line will be replaced w/ an 8" line will be of ductile iron, See
� plans�for further det�ils.
The Iine will be constructed and maintained on the highway right-of-way as shown on the attached drawing and in
accordance with the rules, regulations and policies of the Texas Department of Transportation (TxDO'I�, and all
governing laws, including but not limited to the "Federal Clean Water Act," the "Federal Endangered Species Act," and
the "Federal iiistoric Preservation Act." Upon request by Z`sDOT, proof of compliance with all governing laws, rules, and
regu�ations will be submitted to TxDOT before commencement of constxuction.
Our firm will use Best Management Practices to minimize erosion and sedimentation resulting from the proposed
install�tion, and we will revegetate the project area as indicated under "Revegetation Special Provisions:r. �� ���;r ,:r �{L� �� �.
• . . , . � , . , , .�„ . . :t, , ...:!' • ,. . . ii <•r.i:,t ,e.,:v • � 1. :,.
,.y:{.• • ;. : � .•'. :y:(,.t',`'.. .�.nak:r'.;^;r;:%'[.�
Our firm will insure that trafiic control measures complying with applicable portions of the Texas Manual of Uniform
Traff'cc Control Devices will be installed and maintained for the duration of this installation.
. . ,;... . � ;.:� .� . :,, �:,:
The location and description of the proposed line and appurtenances is more fully shotvn by 5( f i ve ) �complete
sets of drawings attached to this notice.
Constructivn of this line will begin on or after the � day of Oc�ober ,lg 98 ,
�By signing below, I certify that I am authorized to represent the Firm listed below, and that the Firm agrees to the
conditions/provisions included in this permit.
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Firm City of Fort Worth
By (Print) A. Douglas Rademaker
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Signature Tv li� ��Qa,L�,J�j,U�},c.�
Title Director, Department of Engineering
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Address 1 000 Throckmorton
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Fnrt- W�t-h _ T�x3_; 761 02
('honeNo. _�a17) 763_8�38:.3 nt lr�_ Grady Tyner
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R. 0. Uhrich
Assistant Vke Prosident
J. A. Anthony
D�rector-Contracts
D. 0. Brown
Oirector-Real Ettate
M. W. Casey
General Oirector•Special PropeRies
J. P Gade
OirecWr•Facility Ma�ayement
MR. FRED SCOTT
CITY OF FORT WORTH
927 TAYLOR ST.
ENGINEERING DEPT.
FT. WORTH, TX 71497
Foldcr No. 01703-93
l.X��. l � ��
J. L. Hawkins
Dlreeta•Opentions Support
M. E. Heenan
Oirector.Administntion b Budqets
o. N. �ipntwl�e
Director-Real Eatste
T. K. Love
Direclor•Real Esfste
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RE: Proposed 46.69" Sewage Pipeline Crossing of Railroad Property at Mile Post 243.910 on the
� Dallas Subdivision at or near Ft Worth, Tarrant County, Texas.
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Dear Fred:
Attached is your original copy of our Agreement, fully executed on behalf of the Railroad
Company. When you or your representative enter the Railroad Company's property, a copy of this fully-
executed document must be available at the site to be shown on request to any Railroad employee or
official.
� If this construction is to be done by a contractor, before work can begin, the Contractor's Right of
En[ry Agreement must be c�ecuted by the contractor and returned to me, together with their proof of
insurance, as provided in this Agrcement.
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� In accordance with the terms of the Agreement, you are required to notify the following Railroad
Company's Manager of Track Maintenance and the Fiber Optics Hot Line at least 48 hours in advance of
the date you plan on entering the right of way for further instructions and approval to commence
construction.
Mr. John E. Taylor, MTM
Union Pacific Railroad Company
P.O. Box 2368
Ft. Worth, TX 76113-2368
Pl�one: 8 l 7/878-4609
Fax: 8 l7/878-4609
Fibcr Optics Elot Line: 1-800-336-9193
UNION PACIFIC RAIIROAD COMPANY
Reai Estate Oepartment
tE00 Farnam Street
Omaha. Nebraska 68102
Fax (102) 997•3801
OCT 2 b 1g98
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CITY OF FORT WORTH
Page 2
As an additional note, the casing and carrier pipe must be placed a minimum of two (2) feet below
any existing fiber optic cable. Any open excavation required within five (5) feet of the fiber optic cable
must be dug by hand.
All future insurance notices, if insurance is required by the Agreement, should be forwarded to:
Real Estate Department
Folder No: 01703-93
Union Pacific Railroad Company
� 1800 Farnam Street
Omaha, NE 68102 . � � .
If you have any questions, please contact me at (402) 997-3623.
Yours truly,
��' � , ..�C���-�'�'
Ma ross
Contracts Representative
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DPLX.DOC 940206
Fortn Approved, AVP-Law
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PIPELINE CROSSING
AGREEMENT
Mile Post 243.91, Dallas Subdivision
Location: Ft. Worth, Tarrant County. TX
U��-����
c i-�,� �� � �
Folder No. 1703-93 ,
�0���
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1'I-ffS AGREEMENT is made and entered into as of the �}. �� � day of ____Q,�,�Ga-p�t , 199 �
by and between UNION PACIFIC RAILROAD COMPANY, a Delaware corporation (hereinafter the Licensor) and
CITY OF FT. WORTH, a Texas municipality to be addressed at 1000 Throcktnorton, Ft. Worth, TX 76102.(hereinafter
the Licensee).
IT IS MUTUALLY AGREED BY AND BETWEEN Ti� PARTIES HERETO AS FOLLOWS:
ARTICLE 1 - LICENSE FEE
Upon the execution of this Agreement, the Licensee shall pay to the Licensor a one-time license fee of SIX
THOUNSAND DOLLARS ($6,000.00).
ARTICLE 2- LICENSOR GRANTS RIGHT
In consideration of the license fee to be paid by Licensee and in further consideration of the covenants and
ugreements herein contained to be by the Licer�see kept, observed and performed, the Licensor hereby grants to the Licensee
the right to construct and thereafter, during the term hereof, to maintain and operate
an underground 46.69" pipeline crossing for conveying sewage only
(hereinafier the Pipeline) in the location shown and in confonnity with the dimensions and specifications indicated on the
attached print dated June ( 3, 1998 and marked Exhibit A. Under no circumstances shall Licensee modify the use of the
pipeline for a purpose other than conveying sewage, and said pipeline shali no[ be used to convey any other substance, any
fiber optics, or for any other use, whether such use is cunently technologically possible, or whether such use may come into
existence during the life of this Agreement.
ARTICLE 3- CONSTRUCTION. MAINTENANCE A�ND OPERATION
The grant of right herein made to the Licensee is subject to each and all of the terms, provisions, conditions,
limitations and covenants set forth herein and in E.�chibit B, hereto attached.
AR'1'ICLE 4- IF WORK IS TO BE PERFORMED BY CONTRACTOR
I1� a contractor is to do any of the work perfonned on the Pipeline (including initial construction and subsequent
rcic�cation or subst:uitial maintenance and repair work), then the Licensee shall require its contractor to execute the Licensor's
l'�nn Contr�+ctor's Rieht of LnW Aereement. I.icensee acknowledges receipt of a copy of Contractor's Rieht of EnW
Aereement �nd understanding its term, prov�sions and requ�rements, and will info�n its contructor of the need to execute
thc: n�r�rmrnt Under no circumstances �vill l.icensee's contractor be allowed onto L�censor's premises wi�hout first
���cuun� th� Cunlractor's Ri�ht of l:nlry Aereement.
1703-93.p1x -• � Articles of Agreement July 17, 1998
1'age 1 of 7
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PL.\.DUC 940206
Fortn Approved, AVP•Law
ARTICLE 5 - INSURANCE
Foider No. 1703•93
The Licensee. at the Licensee's own sole cost and expense, shall provide to the Licensor a Certificate of Insurance
� certifying to the et%ctiveness of insurance as follows:
a). General Public Liability providing bodily injury and property damage coverage with combined single limit of at least
; � $ I,000,000 each occusrence, a portion of which may be self-insured with the consent and a�proval of the Licensor. The
�.� Licensee will also provide to the Licensor a Certificate of Insurance issued by its insurance cacrier confirming the existence
' of such insurance and that the policy or policies contain the following endorsement:
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Folder No. 1703-93
Union Pacific Railroad Company
1800 Farnam St.
Omaha, Nebraska 68102
� c). If the Licensee named in this A�eement is a public entity subject to any applicable statutory tort laws, the limits
of insurance described above shall be the limits the Licensee then has in effect or which is required by applicable current
� or subsequent law, whichever is greater, a portion of which may be self insured with the consent and approval of the
Licensor.
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Union Pacific Railroad Company is named as an additional insured with respect to all
liabilities arising out of the existence, use or any' work performed on or associated with the
Pipeline located on lhe Railroad nght-of-way at Mile Post 243.91 on the Dallas Subdivision at
or near Ft. Worth, TX.
b). Such insurance shall be endorsed to provide contractual liability assumed by the Licensee under this Agreement,
and that coverage shall not be canceled or changed without giving thirty (30) days' prior written notice to:
ARTICLE 6 - TERM
This Agreement shall take effect as of the date first herein written and shall continue in full force and effect until
terminated as herein provided.
ARTICLE 7 - SPECIAL PROVISIONS
None.
Articics of Agreement
I'age 2 of 3
luly 17, 1998
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PLX.DOC 940206
Form Approved, AVP-Law
Foider No. 1703-93
IN WITNESS WI-iEREOF, the parties hereto have caused this Agreement to be executed as of the date first
herein written.
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1703-93.p1x .-.
UNION PACIFIC RAILROAD COMPANY
By: �`'`�j�� �
SEN4UR� � AGER UTILITIES
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I OF ORTII
By. •
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A Ss � S-�-ni G� ��'t�n a�¢�
n„���es arayr�nne„�
Page 3 of 3
July 17, 1998
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(l�i �al ( f t( IN (t( l n I I vE tU CRl15ti I N!, ��
[�l�'LLINE CROSSINC�
Nllll� ��� � •�vr,l� nlu l IiIMI.IJ51(11Jti MU',I I�i
( iLLC•1.) It� ii) 1'lil)l( �t$ iN15 APPI (I.AI IIIN.
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(SEE WOTE ] l S) � 0 FT. �
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l�uE o� caosstr,a� }�� ro Ft Worth
'� �►EIV�ST R.R, fOvr.
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(t)ECCN16E ►17(Eo OHJECI) � ii�• ••.
r (fEE rqTE Q) �� G '
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.� WM Mann Survey Line �
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- -'z'-=-1'�. -'4� �. _ - - � ��T. = � �
+ � `� o�ou,o � StEE� CASING vat.�
_ KCK, o�ci _• � �� TNICttt�lESS CFlART
�S (�EE NOTE 2) �"�• * � �` ��� . ' MINIlRM U1M£TEfi G
j .1ffICKNESS CASING P1F
/ _""' "` � �
j � � j .� 23• 5/l6• lOYEROR LE':
44. 3�. i .srse• �e• ov� is•-z
4 6. c•.s� ��"-� • � ..3rs• ��ss• avEa n• •z
. c� �. �.� .seme� trr ov� 2s�-3
q � d�4I1G ttfE�( � :7 fT. Nf{�.) :EAL C�ISIFq .�,Z�� 9/S6� OVF.Fi 3<�'�-
�'u� �.L. s� ►+o� � � ♦ 1 .szse• 5�e• ov� tz• •,.
� �'�GG ^ - _ � - - _ - I - _ - - = i- - - G�tIER PtPE - _ _ ..`�� ` � 11PPROYEO BY R.R.
- - - -, �---�-^- ------ � ( CD.
NOTE� THIS diNtT [5 Or4
� �'' ' ' ( ' , ` � � PIPES�vITN HINI�MUF1 YIEI
� ♦ / � . ' � � � . ,.� -\ ` STFt£tY'TN OF 35. QI00 PS t
-� , . , � � � 1 . .
f = �=- �s Fr.- � . � �; , I :� ., r: t:: •...: ;_,
3 F�. • FORHU,.A TO FIGURE�CASINc
• �� . 0= �j• '
! IENGTN YITH AHGt.E OF
1 = . �� ' CitQSS1NG Otl£!t T�wt 90'
{
�or[s , tc�stwc �E�cT �Ia+�Ev w�c �,rn.t+E. ) e
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t i �1..1. ►ORiZdR�L OISTMCES T'0 �E 1FItA�iEO AT IItCMT NCL.ES F1101 � 0: �• \ SIN
2� C/►StK'. i0 fXTEfO 9E(0�0 1:E • OF 114tJC AT R1GR Mr0.ES BE p�FAtFft OF 2D • 7� :7.. OR � iT.. F�' g
µO.BEYdU LINIT OC RAItJif�O R1QR•OF-iMr ti 1F.CESSNtY TO MOuiOE MIOpEy! l�'.111 O�RL10f OF fA�OC. �
�1 NiNTMUN Of 'SO' f1lOH TfE 00 � Mfr MttRW�O DRIOOE. • Gi lwlf CkrtR:. OR f11�1 AMY tYITptIFO MEA. � MIN.015
al StGMI REPAESE►rtATIvE Ntf51 6E HIE�M pUi1N0 IkSTK.I�TIaM fF M1tJ�0 tldMlt M1E IM flE YICINITr OP C�qSs11q. (�� tl
\ tw.Oc
r 4� �ILOw�6(i F17440 OBJECTS 1N0.1AE� MaWLl3 OF 011lOGES. • Of 11W�0 Cl�OSSIMOS � OrE7ME�0 VI�OUCTS IOfrE ROW IM/E1. dl CUIYEJtT3.
➢ 6i C�SI►U MO C�t101 �[If M157 OE rI/rCEO A MININ.JN OF 2 FFit �E10v 11E EXISi1MG f1EE11 OrT1C CMIE. �►�r ExC�vwTldt ROOt1IRED YITNIN '
` t 9 f"EET OF TtE EX[STI►�G f1EE)1 Or�IC C�BLE M.!$T EE /w�f pt/�� •
�a� iS PIPE�INE CROSSIt�G v1THIN OEOICATEO STREET ?��£S�_X..NO� EXHIBIT „A„
6) IF YES. N� OF 5TRE£T �ra �.�ua.o �,cc o..�
�0) 0 I STR 18UT I ON L INE OR• TRAN5�IISSION IINE X
c� CARRtEa PIPE � Munici al Sewage —�%nron PACIFIC RAILROAO C0.
COHMOOITY T� BE CONvEYEO P
OPERATING PRE5S ps� �A�L�s
ua�� rHtCKNESS �345�DIANETER96.69�HATERIAI..��%C . •��.o�������
� C► CASING PIPE � � M. P_ 24 3 9/ E. S. �Z87�'f'6� �
VAI� THICKHESS Q- rOIAMETER54�� ,KasEalA��ree1 � ��
NOTE �CASING MUST NAvE 2' C�EARaNCE BETuEEN GREATESI En;�ASEO / t/����ne CROSS ING �'
� OuTS(DE OIANETEF� Of CARfilEfi P(PE AND INTERtOfi OfAHETER OF -
CnSING PfPE. WKC•N FURNISH{NG OIt�E�510N5. GtvE OUiS10E OF _���� �Q/`�`q� .T�__
Cni�RIER PIPE ANO lNS[OE OF CnSING Pt�E. •�`.�"� `���� /.�`���.� .5�.��.
�� Mf T N00 Of I NS TA�I I NG CAS I NG P i P f' Ur�C)E� T��CK 1 5►� C�'�'�/ d"�_� f__W�-� ---- -
__ X_ O�Y �OR£ ANO JACK � V[ 1 Of�( NO f PEnH 1 T 1E0 1+ ,..�•�, ,�..-• •
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i, I v Il l I�l)NSIi7l1C f ION OC OY AN nUl',!U( l UNf(7AC11)R?�ESi----NI)� -�--�
��� U I', I nNt l I HC)H Cf: N I CR l I NC Ot I f 1!�( k I U tdL AH i nCE (N f3Uf� I NS, �'�Il) � v n u H I w i,
,�� � tui, i�t ��, w�Cra H�nSURE(l n� nit����� nr��;� E`� �U ir�nCK -1-D9. N/ 1 E 0 S =_._. _-._ :—
� � �.�� . � . � �.�r�� r,.� . Ii0 •� 1 .a4 Hi-lKlw7l�Ya�, �� r Iir.•.�����I�»�`
I � r�i�i�� I� ��r�i i�n�� i c)NInCi[U I IINN I u, ��t�+�.
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b) The toregotng gr�it is alao subject to all outstanding superior right� (including those in fuvor of licenseea amd
lesaeea of the Licenaor'a properiy, �d othersj �d the right oi the Licensor to renew �d e�ctend the s�ne, �d L made
avfihout caven�t of title or for quiet enjoyment
� . Section 2.
��► M: �J1�► u:l►Il��►:►�1 :►I� •'7�:: ��►
� a? . The Pfpeline ahall be constn�cted, operated, mcrint�sed, reperireci, renewed, modified �sd/or reconatrwcted by
the Licensee in strict cor�orinity with Union Pacific Radlroad Co. Common Stmsdcad Specification 1029 adopied Nrnrember
1949. �ri all �nerximerds thereof mxi aupplements thereto, which by this reference is hereby made a pc�i hereof, e�ocept
as may be rnr�dified �d ..�,r... �:1 by the Licenso�s V'ice Preaident-F.n�gineerir�g Services. In the event such Specification
�j conflicts in �y respect adth the requiremez�ts of �}► federal, state or municipal law or regulation, such requiremenb shall
,,,,� govem on all points of conflict but in all other respects the SpeciScation shall apply.
� b? All worlc perforrned on property of the Iicensor in corusection with the construction, mmnten�rce, repmr, renewal,
modification or reconstnsction of the Pipeline ahall be done to the aatiafaction of the Iicensor.
c) Prior to the commencement of �yr work in connection with the conatruction, mcanten�sce, repmr, renew�al,
� rnodibcation, relocation, reconstruction or remaval of the Pipeline where it pas:ea undert�eath the roadbed mxi track or
tracks of the Licensor, the I.icenaee shall submit to the Licensor pl�a IIetting out the method �sd m�u�er of h�dling the
work ir�cludiryg the shorirvg rmd cribi�it�g, if m1y, required to protect the Licenaot's operations, and shall not proceed with
the work taitil such p1� irsv�a been approved by the V'yce President-F�ginsering Servicea of the Licensor �d then the work
� shall be done to the satisfaction of the Vice Preaident-Frygicseerirx,� Services or hia authorized representativ�e. The Licensor
shall hav�e the right if it no elects, to provide such :upport as it may deem necessaay for the safetg of ita track or tracks
during the time of conahvction, maintenarice, repmr, renewal, modification, relocation, reconatruction or removal of the
^� PipelirSe, �d. in the event the I�cernor pravidea sirh support the Licenaee shall pay to the Licenaor, within fifteen QS) days
Jc�ter bills shall k�av�a been ret�dered therefor, Qll ezpenae irscurreci by the Licensor in conr�ection therewith which expense
ahall include all aaaigriable costa.
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PL X 9i0112
Farm Appr�ow4 AVP-Lw
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Section 1.
a) The foregoing gr�t ot right L subject cmd subordinate to the prior and contlnuing right �d obligation of the
I�eensor to use �d maint�mn ita entire property tnGtuding the riqht �►d power ot the Licensor to constsv�ct, maintain, rep�r,
renew, use, operate, ch�qe, modify or relxate railroad tracks, siqnal, commun{cation, fiber optics, or other wirelines,
pipelines �d other fac�lities upon, along or acroas any or all pc�b o� it� property, cll or �yr of which may be freely done
at �sy time or times by the Licenaor without Hability to the llcensee or to �}► oti�r pcu�ty for compen�atioa or d�nages.
d) The Iicensee ahall ]ceep �sd mmntmn the eoil over the Pipeline thoroughly compacted �d the grade even with
the adjacent auriace of the grour�d. ' . •
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If � emergency should �ise requiring immediate attention, the Licensee ahall provide as mu�ch notice as
practicak�le to I�censor before commencir�g �y►work. In all other situations, the licensee ahall notify the Licenaor at least
ten (10) days (or such other time as the Licenaor may allow) in advance of the commencement ot �y work upon property
of the Licensor in connection arith the construction mcrintencaice, repmr, renewal, modificatiorL reconstruction, relocation
or removal of the Fipeline. All ruch worlc ahall be prosecuted diligently to completion.
• � •��► � �• : : : �►�r�: �►.•• �.
The licenaee ahall be� the entire cost �d expense incurred in connection with the conetru�ctior� mmnten��ce,
� repmr �d renewal �d avry cmd all modificatiori revisiorL relocation, removal or reconslruction of the Pipeline, including
cmy cmd all e�ense which may be incurred by the Licensor in connection therewith for auperviaion, inspection, flagging,
or otherwise.
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� PL X 9t0111
�.� . Focm Appmwd. AVP•Law
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a) The li�cense hec'ein Qr�ted is subJec.�t to the neecis and requiroments oi the I�censor in th� operation of ib railroad
�ci in the impra�emeni �d use of i4 property, �d the Licenaee ahall, at the sole expeme ot the Licenaee, teinforce the
Pipelir�e, or mave all or cmy portion oi the Pipeline to such new lxation aa tha Licenar.c may designate, vvhenover, in ths
furtl�lemnco of its needs �d requiroments, the llcensor �hcrll find such action neceaamy or desirable.
b) All the terms, conditions and sHpulations herein e�ressed �vtth reference to the Pipeline on properiy of the
Licensor in tha locatSon hereinbafon� doscribed sha1L :o f� as the Pipeline romcdns on the ProPertY, aPP1Y to the Pipeline
as modified, clxn�ged or relocated avithin the contemplation of ihis aectioa
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The Pipeline �d a11 pc�ts thet�ecf within cmd outside ot the limiti of the properiy of the Licensor shall be
constivcted cmd, at all times, maintcaned, repmreci, renewed m�d operated in auch n�ner aa to cause no interference
whataoeMer with the conata¢�L continuous �d unintemipted use of the tracka, property cmd facilities of the Licensor, �d
r�othir�g ahall be done or IIuffered to be done�by the Licet�aee at �► time that would in �}► m�ner impmr the aately thereof.
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a) FSber optic cable syatems may be buried on the Licensor'a property. Protection of the fiber optic cable systems
is of extreme importc�ce eince mny break could diarupt service to users resulting in busineaa intemiption amd loss of
rev�enue �d profits. Licez�see ahall telepinr�e the Iicer�sor at 1-800-336-9193 (a 24-hour number) to determine if fiber optic
cable ia buried �ywhere on the Licensor'a premises to be used by the Licenaee. If it is, Licenaee will telephone the
telecommunications comp�y(ies) ittvotved, �t��ge for a cable locator, mak,e curcuygementa for telocation or other
protection of the fiber optic cable, all crt Ltcenaee'� ezpenae, cmd will commence no work on the righi of way until all tuch
protection or relocation haa been accomplished. Licensee shall indemnify �sd hold the Licensor h�-rnles� from �d
agmnst all coQts, liability oari e�ersse whataoev�er (including, without limitation, attomey�' feea, court costs �d ezpensea)
�ising out of or cauaed in �y w�ay by L{consee'a fadlure to comply with the proviaion� of this r...,.y...rh
b) In addition to other indemnity pnaviaior�s in this Agreement the Ticenaee shall ir�demnify �sd hold the Licensor
h�mless �om �d agmnat all coats, liability �d expenae wixztsoever (izycluding, without limitation, attorneys' fees, court
costa �d ezpensea) caused by the n�egligen�ce of the Licensee, ita contractor, agents �d/or employees, reaultirsg in (1)
�y d�nage Go or deatruction of �y telecommimications ayatem on I..icensot'a properiy, �d/or (2) �y► injuty to or death
of any person employed hy or on behalf of �yr telecommunicationa comp�y, �dlor ita contractor, agents �d/or
employeea, on llcenso�s property, e�ocept lf such coata, liability or expenaes a¢�e cauaed aolely by the direct actiwe
negliger�ce ot the Iicensor. licenaee furtiler agreea that it aixYll not hav�e or aeelc recourae against licenaor for mzy clmm
or cause of action for alleged loss of profita or revenue or loaa of aervice or other consequential dcunage to a
telecommunication compcmy using Licensor'a properiy or a cuatomer or uaer of servicea of the fiber optic cable on
Licensor'a properly.
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�a) The ticensee ehall fulty pay for all materi�a joined or r�fi�oed to �rllabor performed upon property of the Licenaor
� in coru�ection with the consfi�ctiotL mmntecxax,-e, repmr, renewcl, modification or reconatruction of the Pipeline, �d shall
h mt pernul or s�fer �y mechcmic'a or materialm�'s lien of �y 1dt1d or nature to be enforced agmnst the property ior �y
work done or materials fumished thereon at the inatcmce or requeat or on behalf of the Licenaee. The Licensee ahall
�indemnify �uui hold hcumlesa lhe Licensor agmnst �d it^om �►y �d all liens, cicuma, demcmds, costs �d ezpenaes of
, wkxztsoever mtiu�e in �y way connected with or growing out oi such wor� done, labor performed, or materialn fumished.
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b) The ticensee ahall prompUy pay or dischc�ge all tmcea, chcargea �d asseasments levied upon, in respect to, or
on accotmt ot the Pipeline, to pre�veni the a�ne from becoming a ct�qe or lien upon property of the Licensor, �d so that
the tmces, chm-ges �d assessments levied upon or in respect to such property shall n�ot be increased because oi the
Locatic�n, construction or mctinter�ce of the Pipelir�e or arry imprrnrement appli�ce or fizture connected therewith placed
u�on such property, or on account of the Licenaee'a inlerest therein. Where such tmc, ct�ge or asaesament may not be
sepc��cxtely rrxx]e or �seased to the licensee but ahall be included in the asseaament oi the property oi the [�censor, then
the Licensee ahall pay to fhe Licensor m� equitable proportion of ruch imcea determined by the value ot the Licenaee's
property upon property o( the Licensor as comp�ed with the entire vQlue ot �uch property.
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In tb rwn! the I1c�nsor authoriz�� ti� Ilcenae� to talca down �y fonc� ot ths Lic�nsor or in m�y m��r movr
�or disturb �}+ oi th� otis�r property oi th� Lic�nsor in connection �vith th� conatructioa mainten�c�, r�pc�r, r�n�wd,
M modification reconstructbr�, reloca�ion or r�ts�ouvi of the Pipeline, th�n in that swnt ths Liconse� shall� as soon css possibla
�yd ct I3ceneee�a sole expenae, restore such fence amd other property to lhe s�ne conditton as the s�ne wer� in before
such ience waa taksn doam or su�ch other pt�operty waa mov�ed or disturbed, and the Licensoe shall indemnify �d hold
� ivatt�less the Licensor, ita oEiicers, agents cmd emptoyees, agatn�t �d from �y at�d all liability, loss, damag�s, claims,
dem��da, costs �d e:penses of whataoever mtiae, ir�cludir� court costs �d attomeya' feea, which may rssult from injury
to or death ot persons whomsoever, or d�nage to or loIIs or destruction of properiy whatsoever, when :u�ch injury, death •
� dcasiage, bas or destnactio�i growa out of or �ises from the taldtsg doavn of �y fence or the movinq or disturbcmce of �y
other property of the Lcenaor.
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The proaecution of adny work contemplated by thi.s Agreement including the installation, conatru�ction.
mcdnterYmce, repc�r, rerr�wd. modiHcation, reconatruction, relocaction, or remwvl ot the Pipeline or �►
pcat thereof; or .
The presence, operation, or use of the Pipeline or contenb eacaping therefrom.
� e�ocept to the ezteni that the Loas is cauaed by the sole cmd direct negligen�ce of the Iicenaor.
: � . : 7�� • ; • • �• 1�1 1:.� . ��: u�l► : � � ► • : ����17�►��
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a) Aa used in this Sectlon Zicenio� includes other rmlroad �ompcmies using: the Licensor's property at or r�ear the
location of the Licenaee's itsstallcition �sd their officera, agenta, �sd employees; 'i.oas' incliides lws, dcnnage, cicdma,
dem�da, actions, causes of action, penalties, cosb, �d ezpenses of whaboev�er rature, including court cosU �sd
attorneys' foea, which may result from: � injury to or death of penons whomsoever iincluding the licensor'a officen,
agenta, �d employeea, the L.icenaee"a officera, agenta, �sd employeea, as well as �}► other penonJ; cmd/or b) d�nage
to or loss or destruct�on of property whataoe�r (includirg Iicer�aee's property, d�nage to the roadbed. tracica, equtpment,
or other property of the Licensor, or property in its c�e or custody}.
b) Aa c major inducemeni �d in conaideration of the licenae �d permisaion herein gr�ted the Licensee aqreea
to indemnify �d hold h�xs�less the Licensor from amy IAss which is due to or �iaes from:
Prior to the termination of this �reement howsoever, the Licensee shQll, at Licensee's sole expenae,
remove the pipeline from tlloae portiona of the property not occupied by the roadbed �d �ack or tracYs of the Licensor
�d shall restore, to the aatiafaction of the Licensor, such portiona of such properiy to as good a condition a� they were
in at the time of ihe conatrucHon of the Pipelin�e. If the Licensee fmis to do the foregoing, the Licensor may do such worlc
of remcval �d restomtion at the ooet cmd ezpenae of the L�censee. The Licensor tnay, at its option, upon sta�h termination.
at the entire cost �d eipenae of the Licenaee, remave the portiona of the F'ipeline loccsted undemeath Ita roadbed �d
hr�ck or trrncb �d restore auch r+or�dbed to as good a condition aa it waa in at the time of the construction oi the Pipeline,
or it may permit ihe Licensee to do awch worlc of removal �d restoration io the aatisfaction of the Licenaor. In the event
of the rernaval by the Iscensor of the properiy of the licenaee �sd of the restoration of the roadbed �ci properh► aa herein
provided, the Licensor shall in no mmuier be liable to the Licenaee for �y d�nage auatmned by the Licenaee for or on
accoi.mt thereof, mxi such reman�al �ri resloration shall in no m�u�er prejudice or impcdr �►y right of action for d�nages,
or otherwiBe, that the Licenaor may have agmnat the Licensee.
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The wmv�er by the licenaor oi the breach of �y condition, covemm�i or agreement herein contmned to be ]csp�
observad �d performed by the Licenaee ahall in no way impadr the right ot the Licenaor to avail itaelf ot �y remedy [or
�►y subsequent breach thereot.
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c) 1f ths Ltc�nse� does not use the riqht h�r�in Qr�t�d or the Pipelirs� ior or� (1) y�, or if th� Uc�nsM continws
� in d�tault in the perform�c� of �}► cvwrxmt or aqrNm�nt is�r�in contairs�d for a p�riod oi thirty (30) days adt�r wrltt�n
notico from the Liceruor to th� Licensee sp�cifyinQ such default the Iiceruor may, at ib option forthwith lmmediat�ly
terminc:t� this AQrsement by writtea notics.
� b) In addttbn ta the provtalcc�s of suLr...,.y...�.h � ci��ave, this AQreement may be tetminated by wxitten notice Qfven
by either paQty hereto 10 fhs other oa cmy date in such notic� etated, n�ot less, howev�er. ti� thisty (30) days subsequ�nt to
the date upon which such notice shall be Qiwn.
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c) Notice of default crnd notics of tennination may be senred pemos�alty upon the Ltcenaee or by m�liz� to the laat
known address of the llcensee. Termitiation oi this Aqreement for �y reason shall not �fect �yr of the riqhb or
obligations oi the p�tiea hereto whi�ch may hava accrsed, or liabilities, accrued or otherwise. which may t�c:v�e �lsen prior
thereto.
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'Ihe Ucensee shcll mt �siqn this Aqreemeni, ia �vhole or in pmt or �}► righb herein grcaited, arithout ths aririen
consent of the Ilcensor, �d it is agre�d that �y trarssfer or assignment or attempted tr�sfer or assignment of this
1lgs�eeraer�t oc �► of the rights herein qr�t�d, wh�ti�r volwntmy, by op�ration oi law, or otherwise, artihout such consent
in writir�g, shall be absolutely wid cmd, at the option of the Iicenaor, shall tern�iryate this Aqreement.
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� � Subject to the pmviaicns of Sectioa 34 hereoL this Agreement shall be bindixsg upon �sd inure to the benefit of the
p�ties hereto, their hein, eiecutors, adminiatraton, successon cmd aaaigna.
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�PA.I�T F
BONDS
INSURANCE
CONTR.A.CTOR COMPLIAN�E
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Contractual Liability
Other
TO: CITY OF FORT WORTH Date:
� NAME 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.
QTYPE OF INSURANCE
Policy Effective Expires Limits of Liability
Worker's Compensation
� Comprehensive General
Liability Insurance (Public
Liability)
aBlasting
Collapse of Building or
� structures adjacent to
excavations
Damage to Underground
Utilities �
a Builder's Risk
Comprehensive
Automobile Liability
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CERTIFICATE OF INSURANCE
Bodily Injury:
Ea.Occurrence: $
Property Damage:
Ea.Occurrence: $
Ea.Occurrence: $
Ea.OcFurrence: $
Ea.Occurrence: $
Bodily Injury:
Ea. Person: $
Ea. Occunence: $
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.
Asencv
Fort Worth A�ent By
Address Title
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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
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TEXAS-STERLING CONSTRUCTION,
INC.
CONTRACTOR
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By: �„�. � , .�
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\ 2�s� ��-y-
Title
l "l"Z�� C7�
Date
STATE OF TEXAS �
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COUNTY OF TAR.RANT �
,./�,,,�/,/� r
BEFORE ME, the undersigned authority, on this day personally appeared G� �"! G���/`'Y/l���''r
known to me be the person whose name is su nbed to the foregoing instrument, and acknowledged to me that he
executed the same as the act and deed of ✓� fl G�/� t for the purpose and consideration
therein expressed and in the capacity therein stated.
/��G��LJND9 � Y HAND AND SEAL OF OFFICE this „l,�fh day of
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�xo��,� ��� � �RlN ������ o ary Public in and or
�`�,* ,���� the 3tate of Texas
j*,1�t,4'1�.�, 1!*� �rhlilf�P1 �.�� 01'��a���!'� "
'�rew...n ;, �, �, . , �
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BOND NO. 35BCSAF3705
PERFORMANCE BOND
THE STATE OF TEXAS
COUNTY OF TARRANT
� KNOW ALL MEN BY THESE PRESENTS: That we (1) TEXAS-STERLING CONSTRUCTION, INC..
a(2) CORPORATION of TEXAS, hereinafter call Principal, and (3) Hartford� Fire Insurance Co.
� 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 fiimly bound unto the City of Fort Worth, a muni ipal corporation organized and
existing under the laws of the State of Texas, hereinafter called Owner, in the penal sum of:
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ONE MILLION THREE HUNDRED SEVENTY-ONE THOUSAND NINE HUNDRED TWENTY-ONE
ANDNO/100 .....................................................................................................................
($I.37i.921.001 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 hairs, executors, administrators
and successors, jointly and severally, firmly by these presents.
THE CONDITION OF THIS of: OBLIGATION is such that Whereas, the Principal entered into a certain
contract with the City of Fort Worth, the Owner, dated the 19TH of OCTOBER, 1999 a copy of which is hereto
attached and made a part hereof, for the construction of:
MAIN 390 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND
IMPROVEMENTS (GROUP 6, CONTRACT 1) PART 2, UNIT 1
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 extent as if copied at length herein, such project and construction 6eing
hereinafter referred to as the "work".
NOW THEREFORE, if the Principal shall well, truly,'and faithfully perform the work in accordance with
the plans, specifications, and contract documents during the original term thereof, and any extensions thereof which
may be granted by the Owner, with or without notice to the Surety, and if he shall satisfy all claims and demands
incurred under such contract, and shall fully indemnify and save harmless the Owner from all costs and damages
which it may suffer by reason of failure to do so, and shall reimburse and repay the Owner all outlay and expense
which the Owner may incur in making good any default, then this ob[igation shalI be void; otherwise to remain in
full force and effect.
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PROVIDED FURTHER, that if any legal action filed upon this bond, venue shall lie in Tarrant County,
State of Texas.
AND PROVIDED FURTHER, that the said Surety, for value received, hereby stipulates and agrees that no
change, extension of time, alteration or addition to the terms of the contract or to the work to be performed
thereunder or the specifications accompanying the same shall in any wise affect its obligations on this bond, and it
does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the contract or
to the work or to the specifications.
IN WITNESS WHEREOF, this instrument is executed in 10 counterparts each one of which shall be
�" deemed an original, this the 9"' of OCTOBER, 1999
�
'��- ATTEST:
� G�� TEXAS-STERLING CONSTRUCTION, INC.,
� PRINCIPAL 4
�, , (Principal) Secretary � �� ����
BY: `�
Title: ���' °>-`�'�
(SEAL)
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Witness as to Principal
Address
`� ATTEST:
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(Surety) Secretary
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'���C�����_ �� (� , �' `�- C� ��
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� �Witness as to Surety Susan M. Bass
OS4 Livernois. Trov, MT 48098
L,_, Address
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2601 RIDGMAR PLAZA #203
FORT WORTH, TX 76116
(Address)
Hartford Fi ra TnGnran�P oIT�ck3n�
Surety
BY: c �(. 0 i �i(�tvt�"
Denise A. Madden, �Attorney-in-fact) (5)
P.O. Box 3001, Troy, MI 48007-3001
(Address)
NOTE: Date of Bond must not be
prior to date af Contract
(1)
�2)
(3)
(4)
(5)
Correct Name of Contractor
A Corporation, a Partnership or an
Individual, as case may be
Correct name of Surety
If contractor is Partnership all
Partners should execute Bond
A true copy of Power of Attorney
shall be attached to Bond by
Attorney-in-Fact..
COUNTERSIGNATURE:
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�Tracey TuQ`1cer, Texas Resident Agent
Tucker Agency, Inc., P.O. Box 2285
Fort Worth, TX 76113
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BOND NO. 3SBCSAF3705
THE STATE OF TEXAS
COUNTY OF TARR.ANT
PAYMENT BOND
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KNOW ALL MEN BY THESE PRESENTS: That we (1) TEXAS-STERLING CONSTRUCTION,
INC. a(2) Cornoration of Texas, hereinaRer call Principal, and (3) Hartford Fire Insurance Co,. 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 firmty bound unto the City of Fort Worth, a municipal corporation organized and
existing under the �aws of the State of Texas, hereinafter called Owner, and unto all person, fums, and corporations
who may furnish materials, for or perform labor upon the building or improvements hereinafter referred to in the
penal sum of :
ONE MILLION THREE HUNDRED SEVENTY-ONE THOUSAND NINE HUNDRED TWENTY-ONE
ANDNO/100 ............................................................................................................................
($1,371,921.00) Dollars in lawful money of the United States, to be paid in Fort Worth, Tairant County, Texas, for
the payment of which sum well and truly be made, we hereby bind ourselves, our heirs, executors, administrators
and successors, jointly and severally, firmly to these presents.
THE CONDITION OF THIS OBLIGATION is such that Whereas, the Principal entered into a certain
contract with the City of Fort Worth, the Owner, dated the 19T" day of OCTOBER A.D. , 1999 a copy of which is
hereto attached and made a part thereof, for the construction of::
MAIN 390 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND
IMPROVEMENTS (GROUP 6, CONTR4CT 11 PART 2. UNIT l
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 consWction being hereinafter refened
to as the "work".
NOW THEREFORE, the condition of this obligation is such that, if the Principal shall promptly make
payment to all claimants as defined in Article S l 60, 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.
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THE BOND IS MADE AND ENTERED into solely for the protection of all claimants supplying labor and
material in the prosecution of the work provided for in said Contract, as claimants are defined in said Article 5160,
and all such claimants shall have a direct right of action under the bond as provided in Article 5160 of the Revised
Civil Statutes.
.,
� PROVIDED FURTHER, that if any legal action be filed upon this bond, venue shall lie in Tarrant County,
State of Texas, that the said Surety, for value received, hereby stipulates and agrees that no change, extension of
time, alteration of addition to the terms of the contract or to the work to be performed thereunder or the specification
� s accompanying the same shatl in any wise affect its obligation on this bond, and it does hereby waive notice of any
such change, extension of time, alteration or addition to the terms of the contract or to the work to the specifications.
_ PROVIDED FURTHER, that no final settlement between the Owner and the Contractor shall abridge the
right of any beneficiary hereunder whose claim may be unsatisfied.
IN WITNESS WHEREOF, this instrument is executed in 10 counterparts each one of which shall be
deemed an original, this the 19n' day of OCTOBER A.D., 1999.
ATTEST:
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TEXAS-STERLING CONSTRUCTION, INC.
IPAL (
BY: � �� �
Title: �!C�y � h � �c
(Principal) Secretary
2601 RIDGMAR PLAZA #203
FORT WORTH, TX 76116 (SEAL)
(Address)
Hartford Fire Insurance Company
Witness as to Principal urety �
BY: Cr �?�l -
Denise A. Madden,(_qttomey-in-fact) (5)
Address P.O. Box 3001, Troy, MI 48007-3001
� ATTEST:
(SBAL)
(Surety) Secretary
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� /�'t?,�imess as to Surety Susan M. Bass
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6054 Livernois, Troy, MI 48098-=
(Address)
(Address)
6054 Livernois, Trov, MI 48098
(Address}
NOTE: Date of Bond must not be prior to date
of contract
( ] ) Correct Name of Contractor
(2) A Corporation, a Partnership or an
Individual, as case may be
(3) Correct name of Surety
(4} If contractor is Parmership all
Partners should execute Bond
(5) A true copy of Power of Attomey
shafl be attached to Bond by
Attomey-in-Fact..
COUNTERSIGNATURE:
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Tracey Tuck'er, Texas Resident Agent
Tucker Aefency, Inc., P.o. Box 2285
Fort Worth, TX 76113
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BONp NO. 35BCSAF3705
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THE STATE OF TEXAS
MAINTENANCE BOND
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COUNTY OF TARRANT
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KNOW ALL MEN BY THESE PRESENTS: That (1) TEXAS-STERLING CO1vSTRUCTION, INC. as
Principal, acting herein by and through (2) C:ort�oration its duly authorized
and (3) Hartford Fire Insurance Co. a corporation organized under the
laws of the State of TEXAS, as surety, do hereby acknowledge themselves to be held and bound to pay unto the
City of Fort Worth, A Municipal Corporation, chartered by virtue of Constitution and laws of the State of Texas, at
Fort Worth, in Tarrant County, Texas the sum of
ONE MILLION THREE HUNDRED SEVENTY-ONE THOUSAND NINE HUNDRED TWENTY-ONE
ANDNO/100 ................................................................................................................... ,
f$1.371,921.001 in lawful money of the United States, for the payment of which sum well and huly be made unto
said City of Fort Worth and its successors, said Contractor and surety do hereby bind themselves, their heirs,
executors, administrators, assigns and successors, jointly and severally.
This obligation is conditioned, however; that,
WHEREAS, the Principal has entered into a certain contract with the City of Fort Worth, OCTOBER 19,
1999, the performance of the following described public work and the constructian of the following described
public improvements:
MAIN 390 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND
IMPROVEMENTS (GROUP 6, CONTRACT 1) PART 2, UNIT 1
of same being referred to herein and in said contract as the Work and baing designated as project PS46-
070460410280 and said contract, including all of the specifications, conditions and written instruments referred to
therein as contract documents being hereby incorporated herein by reference for all purposes and made a part
hereof, the same as if set out verbatim herein; and ,
� WHEREAS, in said Contract, Contractor binds itself to use such materials and to so construct the work that
it will remain in good repair and condition for and during the period One (1) Year after the date of the final
acceptance of the work by the City; and •
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WHEREAS, said Contractor binds itself to maintain said work in good repair and condition for said term of
One fl) Year; and,
WHEREAS, said Contractor binds itself to repair or reconstruct the work in whole or in part at any time
a within said period, if in the opinion of the Director of the Water Department of the Ciry of Fort Worth, it be
necessary; and,
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IN WITNESS WHEREOF, this instrument is executed in 10 counterparts, each one of which shall be
' deemed an original, dated OCTOBER 19. 1999.
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ATTEST:
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(Principal) Secretary
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WHEREAS, said Contractor binds itself, upon receiving notice of the need therefor to repair or reconstruct
said work as herein provided.
NOW THEREFORE, if said Contractor shall keep and perform its said agreement to maintain, repair or
reconstruct said work in accordance with all the terms and conditions of said Contract, these presents shall be null
and void, and have no force or effect. Otherwise this Bond shall be and remain in full force and effect, and said
City shall have and recover from the said Contractor and its surety damages in the premises prescribed by said
Contract. This obligation shall be continuing one and successive recoveries may be had hereon for successive
breaches until the full amount hereof is exhausted.
WHEREAS, all parties covenant and agree that if any legal action be filed upon this bond, venue shall lie
in Tarrant County, Texas; and,
(Seal) TEXAS-STERLING CONSTRUCTION, INC.
PRINCIPAL (4)
BY: ^ � � l _.
Title: ��l.�c D�'-vC
2601 RIDGMAR PLAZA #203
FORT WORTH, TX 76116
(Address)
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Witness as to Principal
(Address)
ATI'EST:
(Surety) Secretary
(SEAL)
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Wimess as to Surety Susan M. Bass
Hartford Fire Insurance Co.
Sure
BY:I_ �� � �._ �i
Denise A. Madden,�Attorney-in-fact) (5)
P.O. Box 3001, Troy, MI 48007-3001
(Address)
NOTE: Date of Bond must not be prior to
date of Contract
(1) Correct Name of Contractor
(2) A Corporation, a parhiership or an
Individual, as case may be
(3) Correct name of Surety
(4) If Contractor is Partnership all
Partners should execute Bond
(5) A true copy of Power of Attomey
shall be attached to Bond by
Attorney-in-Fact.
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COUNTERSIGNATURE:
�� "✓'��-- ' �_!�-., C�'
firacey Tuck�f, Texas Resident Aq ent
Tucker Agency, Inc., P.O. Box 2285
Fort Worth, TX 76113
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� its We and lawful Attomey(s)-in-Fact, with fuli power and authority to each of said Attomey(s}in-Fact, in their separate capacity if more
than one is named above, to sign, execute and acknowledge any and ali bonds and undertakings and other writings obligatory in the
nature thereof on behalf of the Company in its business of guaranteeing the fidelity of persons hoiding places of public or private trust;
guaranteeing the performance of contracts other than insurance policies; guaranteeing the pertortnance of insurance contracts where
surety bonds are accepted by states and municipalities, and executing or guaranteeing bonds and undertakings required or pertnitted in
� all actions or proceedings or by law allowed, and to bind HARTFORD FIRE INSURANCE COMPANY thereby as fully and to the same
extent as if such bonds and undertakings and other writings obligatory in the nature thereof were signed by an Executive Officer of
HARTFORD FIRE INSURANCE COMPANY and sealed and attested by one other of such Officers, and hereby ratifies and confirms all
that its said Attomey(s)-in-Fact may do in pursuance hereof.
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HARTFORD FIRE INSURANCE COMPANY
Know all men by these Presents, That HARTFORD FIRE INSURANCE COMPANY, a corporation duly organized
under the laws of the State of Connecticut, and having its principal office in the City of Hartford, County of Hartford, State of Connecticut,
does hereby make, constitute and appoint
D. A VALENTl, DEIVISE A. MADDEN, ROBERT TROBEC, KATHLEEN M. II2ELAN
and IAN J. DONALD of TRDY, MICHIGAN
This Power of Ariomey is granted under and by authority of the By-Laws of HARTFORD FIRE INSURANCE COMPANY, ("the Company")
as amended by the Board of Directors at a meeting duly calied and held on July 9, 1997, as follows:
ARTICLE IV
SECTION 7. The PresWent or any Yce President or Assistant vice-President, acting with any Secretary or Assistant Secretary shall have power
and avthority to sign and execute and attach the seal of the Company to bonds and undertakings, recongnizances, conVacts of indemnity and other
writings obligatory in the nature thereof, and such insWments so signed and executed, with or without the common seal, shall be valid and binding upon
the Company.
SECT70N 8. The President or any Yce-President or arry Assistant �l�ce President ading with arry Secretary or Assistant Seaetary, shatl have
power and authority to appoint, for purposes ony of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof,
one or rtwre resident Vice Presidents, resident AssisWnt Secretaries and Attomeysin-Fad and at any tune to remove any such resident Yce-President,
resident Assistant SeueWry, or Attomey-in-Fad, and revoke the power and authority given to him.
ResoNed. Mat the sgnatures oi such Olrcers and tne seat of ine CompanY maY be affized to arry sudi Daver ot attaney w to arry certificate reWtlng tl�ereto Ey
facsimik, and a�ry such power of attort�ey a certifiwte bearing wd� fxslmite signatures u facsimpe seal shatt De walid and binOirg upon the Comparry and arry such power so
exeartetl and cerCfied by faaimAe sig�etures and facsirtiile seal shaG be vafM and birWin9 upon ihe Company N the fuW�a wiih respect to arry bond or uMertaking to whkh k is
atf3tlied.
In Witness Whereof, HARTFORD FIRE INSURANCE COMPANY has pused these presents to be signed by its Assistant Yce
President, and its corporate seai to be hereto affixed, duly attested by its Secretary, this 15th day of September, 1897.
Attest HARTFORD FIRE INSURANCE COMPANY
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Richard A. Hertnanson, Seaetary
STATE OF CONNECTICUT �
ss.
COUNTY OF HARTFORD
Hartford, Connecticut
POVYER OF ATTORNEY
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John F. Burke, Assistant Vce President
On this 15th day of September, A.D. 1997, before me personally pme John F. Burke, to me known, who being by me duly swom, did
� depose and say: that he resides in the County of Hartford, State of Connecticut; that he is the Assistant Vice-President of HARTFORD
FIRE INSURANCE COMPANY, the corporation described in and which executed the above instrument; that he knows the seai of tFie
said corporation; that the seai affuced to the said instrument is such corporate seai; that it was so affuced by order of the Board of
Directors of said corporation and that he signed his name thereto by like order.
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COUN7Y OF HARTFORD ) NotuyPoblic
CERnFICATE MpCoaarnssionExpaesJurne3Q2004
� I, the undersigned, Secretary of HARTFORD FIRE INSURANCE COMPANY, a Connecticut Corporation, DO HEREBY CERTIFY
that the foregoing and attached POWER OF AITORNEY remains in full force and has not been revoked; and furthermore, that Article IV,
Sections 7 and 8 of the By-Laws of HARTFORD FIRE INSURANCE COMPANY, set forth in the Power of Attomey, are now in force.
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Signed and sealed at the City of Hartford.
Dated the 21st day of October 19 99
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Robert L. Post, Secretary
Form 5-3507-9 (iII�') Printed in U.S.A.
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PART G - CONTRACT
� THE STATE OF TEXAS §
� COUNTY OF TARRANT �
� THIS CONTRACT, made and entered into OCTOBER 19, 1999 by and between the City of
Fort Worth, a home-rule municipal corporation located in Tarrant County, Texas, acting through its City
Manager thereunto duly authorized so to do, Party of the First Part, hereinafter termed "OWNER", and
Q TEXAS-STERLING CONSTRUCTION. 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 REHABILITATION AND
IMPROVEMENTS (GROUP 6, CONTRACT 1) PART 2, UNIT 1
� 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 Departtnent General Contractor pocuments and General Specifications, all of which are
� made a part hereof and collectively and constitute the enCire 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 first above written.
Citv of Fort Worth, Texas (Owner)
ATTEST:
� Party of the First part
a BY:
ASST. City Manager CW
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City Se etary •
(Seal)
WITNESSES:
TEXAS-STERLING CONSTRUCTION. INC.
2601 RIDGMAR PLAZA #203
FORT WORTH, TX 76116
Contractor
� By: \ � "'�� —.�
Title: ���s� ,�-,-►t
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APPROVED:
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A. Douglas Rademaker, P.E. Director
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Department of Engineering
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Approved as to Form and Legality:
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Gary Steinberger, Asst. City Attorney
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Con� A��orization
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Date
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Appendix A- State Revolving Fund�
Requirements ,
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A.PPENDIX A
State Revolving Fund (SRF) Requirements
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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.
DEFINTION
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 respect to the work will be given to the Contractor only
by the Owner through authorized representatives or agents.
(b} �ny such inspection or review by the TWDB shall not subject the State of Texas to
any action for damages.
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FLOOD HAZARD INSLIRANCE.
This provisions 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.
ARCHEOLOGICAL DISCOVERIES.
No 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.
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 �
tlie Owner. �
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ENDANGERED SPECIES
No activity 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 modify 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 TWDB, 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 miti?ative
actions. The Contractor shall not resume construction in the area of the encounter until
authorized to do so by the Owner.
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LAWS TO BE OBSERVED.
U 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,
p 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� m�nner affect the conduct of the work, and �shall �_ ..
� indemnify and save harmless the-Owner, the TWDB, and.their representatives a;ainst any
claim arising from violation of any such law, ordinance or regulation by himself or by his
subcontractor or his employees.
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HAZARDOUS MATERIALS
�. Materials utilized in the project shall be free of any hazardous materials, except as may be
specifically provided for in the specificatioris.
� 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 employees 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 einployed,
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 ternunation; 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
provision of this non discrimination clause. .
�2)
(3)
The Contractor will, in all 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.
The Contractor will send to each labor union or representative of workers with
which he has a collective bargaining a�eement or other contract or understanding,
a notice to be�provided advising the said labor union or worker's 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
employment.
(4) The Contractor will comply with all provision of Executive Order 11246 of
September 24, 1965, the Age Discrimination in Employment Act of 1967, 29
U:S.C.A. 621 (1985), Executive Order 122�0 of November 2, 1980, the
Rehabilitation Act of 1973; 29 U.S.C.A. 701 e.t seq. (1985), and of the rules,
regulations, and relevant orders of the Secretary of Labor.
(5) The Contractor will furnish all information and reports required by Executive
Order 11246 of September 24, 1965, 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.
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(6) In the event of the Contractor's noncompliance with the nondiscrimination clauses
of this contract or tivith any of the said rules, regulations, or orders, this contract
may be canceled, terminated, or suspended in �vhole 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 invoked 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 paragraphs lthrough 7 in every subcontract or
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 �
provision, includin� sanctions for non compliance: 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 Employ�nent Opportunity
Construction Contract Specifications, as set forth in 41 CFR Part 60-4 and its
efforts to meet the goals established for the geographical area where the Contract is
to be performed. The hours of minority and female emplctyment and training must
be substantially uniform throughout the length of the Contract, and in each trade,
and the Contractor shall make a good faith effort to employ minorities and women
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
purposed of ineetin� the Contractor's goals shall be a violation of the Contract, 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 Re�ister in notice form, and such notices may
be obtained from any office of federal contract compliance programs office or
from federal procurement contracting officers (512) 229-5835. The Contractor is
expected to make substantially uniform progress toward its goal in each
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� craft during the period specified.
a' 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
Q notice which contains the applicable goals set for minority and female
participation and which is set forth in the solicitation from which this contract
•resulted.
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This is to certify that the
SITE CERTIFICATE
(T.,e,al Name of Applicant, i.e., City, District, etc.l
has now acquired, taken bona fide options on, or initiated formal condemnation
proceedings against all property (sites, easements, ri;hts-of-way, or specific use permits)
necessary for construction, operation and maintenance of wastewater facilities described
as
(Proposed Contract No. and Description)
� in accordance with plans and specifications approved by the Texas Water Development
Board. Any deeds or documents required to be recorded to protect the title(s) held by
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• (Legal Name of Applicant)
have been recorded or filed for record wherever necessary.
In the event of conflicts with existing underground utilities or preserve unknown cultural
or historic resources, the �
(Name of Applicant)
has the right of eminent domain and will take condemnation action, if necessary, to
acquire any sites, easements or rights-of-way which may be required to change the
location of any of the facilities described above; and upon acquisition of the rights-of-way
and recording of documents, will submit another site certificate to that effect.
EXECUTED this day of
. 19_.
(Signature)
(Title)
NOTE: This certificate MUST BE EXECUTED BY AN ATTORNEY OR AN
ABSTRACTOR qualified to evaluate the Applicant's interest in the ��
site and make such a determination.
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S.R.F.
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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, Certification By Contractor for Labor Standard
Compliance
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CONTRACTOR'S ACT OF ASSURANCE
STATE OF TEXAS .
COUNTY OF Yl �
�, �
BEFORE ME, � a Notary Public duly commissioned and qualified
in
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and for. the County of � in the State of Texas came and appeared
� rt�, as represented by �Q �, the corporation's
P�� ���r� , who declares he/she is authorized to represent
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said corporation on the
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pursuant to provisions of a resolution adopted by
�1-�� day of �h , 19 9 g
(a duly certified copy of such resolution is attached to and is hereby made a part of this
documen , � �
�- ��'� c�c 7- I�GN � �,, as the representative of [ � � � ,
declares that C- // i-� assures the Texas Water Development Board
that it will construct �n .�ec�l �p,n 3 fv project at �� � G(/Or�, , Texas,
in accordance with sound construction practice, all laws of the State of Texas, and the
rules of the Texas Water Development Board.
GI N UNDER MY HAND and seal of office this �� day of.����/
199`� A.D. V
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,,,�� P�,� GHh�ISTi� ITH
�' � �pTAFtY PUQLI� -
*,��'��* 5t�te of T�xae / �,
'�a'aF 1�� Gomm �xp 01-07-2001 ^ —6� �//IP � �''t �
... � ,
My commission expires � "' %- �� �
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CONTRACTOR'S ACT OF ASSURANCE RESOLUTION
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� I hereby certify that it was RESOLVED by a quorum of the directors of the
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r° !�XCiS ��-f-,v�l� (.0r� 5� �r,cc_Tion , l�! c
,
J name f corporation ''
meetin; on the day of , 19.�,, that ` / � ,
be, and hereb is authorized to act on behalf of � Jtt✓ irl �/! .,
.� Y � r
name of corporation
r- 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;
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In authentication of the adoption of this resolution, I subscribe my name and affix
' the seal of the corporation this nl ��� day of , 19�.
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Secretary
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(seal)
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Certif cation �y Contractor
of
Labor Standards Compliance
In accordance with Title 29, Subtitle A, Part 5, Section 5.6(A)(1), each monthly
engineering estimate must be accompanied by the following certificate executed by each
prime contractor employing mechanics and laborers at the work site in which the federal
govemment is to participate:
Estimate Number:
Name of Project
Contract Number
for period
State Revolving Fund Loan Number
Date
to
Location
Date Contract Awarded
I hereby certify that all of the contract requireme�nts as specified under the labor standards
have been complied with by: .
as principal contractor and by each
(Name of Contractor)
subcontractor employing mechanics or laborers at the site of the work, or there is a
substantial dispute with respect to the required provisions.
Name of Contractor/Subcontractor
Signature and Title
Notes:
1.
2.
This certification may be placed on the estimate or on a separate sheet
attached to the estimate.
The Texas Water Development Board shall, prior to approving a voucher,
satisfy itself that copies of these certificates are on file with the owner.
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PART I3
GEOTECHNICAL RESULTS
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Lab Number Test Hole
20925 1
20926 2
20927 3
20928 4
20929 5
20930 6
20931 7
20932 8
21290 9
21291 10
21292 11
21293 12
21294 13
j:/1120/3177-01 /390/PVMNT164.WK4
Location Test Resuit
Cobb Park Rd. - 1.75" HMAC
STA.98+90 M-164 6.00" Fine to Coarse Gravel
13.00" Brown Clay
9.50" HMAC
E. Maddox - STA. 4.00" Pale Brown Clay
96+15 M-164 6.50" Reddish Brown Clay w/
Gravel
Avenue G- 65 ft. 2.50" HMAC
West of Hall St. STA. 17.50" Coarse Gravel
2+40 L-1756
Avenue G- 45 ft. 1.00" HMAC
East of Whiters STA. 5.00" Brown Clay w/ Gravel
7+35 L-1756 14.00" Brown Clay
Stern St. - 7.7 ft. � 4.50" HMAC � .
North of Avenue G 4.40" Concrete (Damaged))
L-4826 11.00" Brownish Gray Clay
E. Rosedale St. - 20 3.50" HMAC
ft. West of Sterns 4.50" Coarse Gravel
STA. 2+98 S/4 12.00" Gray Clay
2.00" HMAC
Ernest St. - 520 ft. 2•50" Brick
North of Rosedale 1.50�� Cushion Sand
5.00 Concrete
9.00" Brownish Yellow Clay
Ernest St. - 215 ft. 4.00" HMAC
South of Vickery 16.00 Light Gray Clay w/
Gravel
Ernest St. - STA. 2•25" HMAC
3+50 E/4 11.00" Coarse Gravel
6.75" Reddish Yellow Sand
4.00" HMAC
Vista St. - STA. 7+37 2.00" Concrete (2:27)
90 ft. East of Ernest 14:00 Yellowish
Brown Sandy C1ay w/ Gravel
Woodrow St. �- 510 � 1:.00,� HMAC � ',
Woodrow Centerline 9•00 Gravel
16.00 Brown Clay
2.50" H MAC
Woodrow St. - 70 ft. 5.00" Pale Brown Clay
South of Ludella w/ Gravel
12.50" Brown Sand
Lancaster 4.25" HMAC
Ave.-195ft. East of 2.50" Brick
Bomar N/4 7.50" Concrete (PSI 4755)
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CITY OF FORT WORTH
CONSTRUCTION SERVICES
LABOR�TOFiY RESULTS FOR
T�;�r HOLE AND PLASTICITY INDEX
PROJECT: SEWER M-390 & M-36SR GROUP b CONTRACT 1 PART 2
COSB PnRK RD.
uuE h�U.: 1e46t� �
F'[1ND r"(�DF : 02
__________________________,._______-__----------
,H4LE � 1 , � � LAB N0. : • 2Q-925 „ ' . I
LVCt�111VIV: STH11.�1� 5�+9CG•M-164 ' I
_______________________________________________________________ ,
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b. uu" r iivE �iu CGE�KS�; i�N.tiiTEL I
13.00" BRQWN CLAY I
-----------�------�---------------------------------=-------------�
A'1"I'EkhUR(z L.Ii�9iTS: LI�: 46."7 PL: 23.:3 PI: 23.4 SHRKG: 14.0$ I
?�?Ur?SET•L CO?•OR CHART: 6/2 LIGHT BROWNISH GRAY CLAY I
_______________________________________________________________�
P.FPF.O���.L :
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nAT� T��TFn;• ng-02-97
D��Tc iiEPi�RTED: 09-OS-96
TF:�TEG BY: PATTERSON, NAIL, DESAI
ROUTING
JAMES ANDERSON
RAKESH C�A�3�BEY
MATT STUTZ
FILE
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C�?I�(STRliCTIuN �ExVICES
L ;30RATOPY FCSJLTS FOR
TES'1 HULE AND PLASTICITY INDEX
PROJEC`!':.SEWER M-390 & M-365R GROUP 6 CONTRACT 1 PART 2
� E . M1�DDOX
i��E NG.: 1b4bB
FIJND CODE: 02 �
_______________________________________________________________1
HQ?�E � 1 , , • �AB. NO. :. 2092.6 . � . ' i
' LOCATIvN: STATIOiti � 96+1.S�M-`164 � � I
---------------------------------------------------------------�
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4. u u" ri-�E �sxGWlv �LHY I
6. �0" FtFnGTSH BRQL3N CLAY W/GRAVEL I
-------------------------------------------------------------- �
A`I7'}�'k1�UkG LIMITS: LL: L4.5 PL: 12.4 PI: 12.1 SHRKG: 5.4$ �
MUNSELL COLOR CHP_RT: 6/4 LIGHT YELLOWISH BROWN CLAY I
--------�--------- --------------------------------=====1
APFF,QZIP� :
P"�;v' JERI
nATF T,_�',STF�: 09-0�-g?
Ll11LT. REr^vRT�D: J9-U5-90
TESTEV BY: PATTERSON,NAIL,DESAI
ROUTING
JAMES ANDERSON
RT�I�'ESH CHAUBE�
MATT STUTZ
FILE
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CITY OF FORT WORTH
CONSTRUCTION SEkVICES
�,ABORF,TORY RESULTS F�R
TEST HOLE AND PLASTICITY INDEX
PRC�JECT: S�Y�+ER M-390 & M-36SR GROUP 6 CONTRACT 1 PART 2
FtIE?�1UE G
i�G� iv u.: 1 e 4 ei C .
FUND COnE: 02
________________________________________�______---_____________ ,
i-jC�T.F # 1 � ° , . . LAB. NO. . 209_7 , . � I
� LvCtiTIO?d: 65' T/�TEST OF��' s LL 'Si. STA. 2+�0 � L—i756 'CENTERLINE t
^ �.n�� �.T�v----------------------------------------------------i
i I. 5V" l..<Jl-'�tC�L lJFW1lEi, ' I
_______________________________________________________________�
HU.LE: # L LAB NU.: 20928 I
?•OCATIO?v : a 5' EP_ST O�' WHITERS STA. 7+35 L�-1? 56 CENTERLINE I
---------------------------------------------------------------�
1.00" HMAC � I
S. 0 0" B ROWt�1 CLAY W/ GRAVEL I
14.G0". BROWN �LAY I
-----------------------------=---------------------------------�
nTiERBliRG LIP•1ITS: I�L: 35.4 PL: 18.4 PI: 17.0 SHRKG: 9.6$s �
MUNS EL CO.LOR CHAFt7' : 4/ 3 BROWN CLAY � . I
�sm��:eeee-=ca�=�o-���a:me�:s:sa=xeaae==��a�sssoe=a-`--='sss:a:s I
AP PFcOV"AL :
. . R . ,.N JFRI .
�A'1'� Z'C:STEL): 09-02-97
nATE REPORTr_.n; ng-05-95
T(" �'11'9 T�. 1'1 '1 RI T'�'1 A• � t T T T "t T
:�S1�L �i: rH11GFl.Sl71J�!'�t�11L� t11
ROUT�NG� -
JAMES ANDERSON
RAKESH CHAUBEY
' i�TT STUTZ
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rITY OF FORT WORTH
CONSTRUCTION SERVICES
LnBCRF,TORY REJUL 1 J FOR
TEST HOLE AND PLASTICITY INDEX
PROJECT: SEWER M-390 & M-36SR GROUP 6 CONTRACT 1 PART 2
' S^'�PuI �TREET
DGr, 1VU.: 1G�bD
F'? JNL� CODE : 02
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HOLE # 1 . . LAB� NO . 2 C� 92 � . - ' I '
LOCA�ION: �%�' NORTH OF�4VENUE G�L-4�2�6 CENTERLINE ' I
?.�n" ::N�J1C----------------------------------------------------l.
. 4. Su" C0�5� GRAVEL I
7..?..00" GRAY C'LAY
---------------------------------------------------------------�
ATTE►tC3URG L:IMITS: LL: 53.4 PL: 20.1 PI: 33.3 SHRKG: 16.0� ��
*�JNSEL rOLOR: 6/2 LIGHT BROWNISH GRAY CLAY
_______________________________________________________________�
APPROVAL:
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iiATE riL rvkTEu: 0�-05-9ci
TESTED BY: PATTERSON,NAIL,DESAI
ROUTING
JAMES ANDERSON
RAKESH CHAUBEY
MATT STUTZ
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CITY OF E'CiRT WORTH
CONSTRUCTION SERVICES
LABORATORY RESULTS FOR
TEST HOLE AND PLASTICITY INDEX
PROJECT: SEWER M-390 & M-36SR GROUP 6 CONTRACT 1 PART 2
E. ROSEDALE STREET
DOE NO.: 1b46E
FUND CODE: OZ'
����p�acoC��ceCeCCO�O�-���.�������.������ aaO����c3C�C�O��CaCC�� �
HOLE # 1 - . � LAB ,NO., : 20930 � ' I
LOCATION: 20' WEST� OF'STERNS STA. 2+98 �S/4 ' � I
---------------------------------------------------------------�
2.00" .i-IMAC I
2.50" BRICK 1
1. SO" CUSHION SAND � ��„�;�, �
5.00" CONCRETE (SAMPLE DAMAGED NO PSI) ' I
9.OQ" BROWNISIT YELLOW CLAY I
---------------------------------------------------------------�
ATTERBURG LIMITS: LL: 34.8 PL:'15.? PI: 19.1 SHRKG: 8.0� �
MUNSEL COLOR: 8/3 PALE YELLOW CLAY
_______________________________________________________________�
APPROVAL:
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DATE TESTED: 09-02-97
DATE REPORTED: 09-10-96
TESTED BY: �ATTERSON,NAIL,DESAI
ROUTING
JAMES ANDERSON
RAKESH CHAUBEY
MATT STUTZ
. FILE . .
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CITY OF FORT WORTH
�ONSTRUCTION SERVICES
LABORATORY RESULTS FOR
TEST HOLE AND PLASTICITY INDEX
PROJECT: SEWER M-390 & M-36SR GROUP 6 CONTRACT 1 PART 2
ERNEST STREET •
GGE NO.: 1b4tiF
FUND CODE: 0?.
� � ______________________________________________________________ �
, ,. .' HOLE .# 1 , � � �LAB NO 20931 • � . � ' . P
� LvCATIvtJ: 520' NGRTH G.�•ROSEDALE M=53R CENTERLINE ` ' � I�
DI.QO" �n.C-----------------------------------------------------i
10.00" tsROWIv.iSIT YELLGw SIaNDY Giv�VEL I
D —9_00"_BROWN CLAY I
--------------------------------------------------------�
AT`1.'ERBUk(z LIMITS: LT.: 41.5 PL: 16.7 PI: 24.8 SHRKG: 12.O�S I
D MUNSEL COLOR: 5!2 GRAY�SH BROWN CLAY
---=-------=--=------------------------------------------------�
---------- -----------------------
_______________________________________________________________I
D HOLE # 2 LAB NO.: 20932 . I�
LOCATION: 215' SOUTH OF VICKERY CENTERLINE I
----------------------------------------------------------------�
D 4. � ��� H�.0 � �
16.00" LIGHT GkAY CLAY W/GRAVEL I
-----------�--------------------------------------------------- �
D � i�TTEnB�RG LIi•iITS: � LL: 25.3 PL: 14.7 PI: 10.6 SHRKG: 6.O�S �
MUNSEL COLOR: 7/2 LIGHT GRAY CLAY
______—_=_____--_______________________________________________�
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APPRQVAL: . . .
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D �DATE TESTED: 09-02-97
DATE F.�PORTED: 09—Q5-9G
1ESiED Br: PATTEkSUN,NAIL,DEStiI
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RAKESH CHAUBEY
MATT STUTZ
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CITY �F FORT WORTH
CONSTRUCTION SERVICES
LABORATORY RESULTS FOR
TEST HOLE AND PI,ASTICITY INDEX
PROJECT: SEWER M-390 & M-36SR GROUP 6 CONTRACT 1 PART 2
ERNEST STREET �
DOE NO.: 1646G
FUND CODE: 02
we�___a��oM==o=====a==a=a=_.___.__� --aao=o_ __� ____M__'
�HOLE � 1 . � . � I,AH ,NO. : 21290 . . 1
LOC�tTION: STATION 3+50 E'/4 � � � � ( '
------------------------------------------------------------------�
2. 2 5�� HN1AC �
11.00" COI�RSE GRAVEL ' � I
_6_75" REDDISIT YELLOW SAND
-----------------------------------------------------------)
ATTERBURG LIMITS: LL: 22.0 PL: 18.8 PI: 3.2 SHRKG: 1.6$ �
MUNSEL COLOR: 6/6 REDDISIT YELLOW SANDY CLAY
_______________________ _____��______�_______________________�
APPROVAL:
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DATE TESTED: 09-04-97
DATE REPORTED: 09-12-96 ,
TESTED BY: PATTERSON,NAIL,DESAI
R�UTING
JAMES ANDERSON
RAKESH CHAUBEY
MATT STUTZ
FIL�
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CONSTRUCTION SERVICES
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DAPPROVAL:
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DATE TESTED: 09-04-97
DATE REPORTED: 09-12-96
, '�� TESTED' BY: PATTERSON, NAIZ, DESAI
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LABORATORY RESULTS FOR
TEST HOLE AND PLASTICITY INDEX
PROJECT: SEWER M-390 & M-36SR GROUP 6 CONTRACT 1 PART 2
VISTA STREET ' , �• .
DOE NO.: 1646H .
FUND CODE : 02 ' . . . . . , .
��_________________=_____=__=___=__________-_________==�==1
HOLE � 1 _ LAB NO.: 21291 .� I
LOCATION: STATION 7+37 90' EAST OF ERNEST I
-4---y---------------------------------------------------------E
.00 HMAC I
2.00" CONCRETE {2;27) . I.
14.00" YELLOWISH BROWN SANNDY CLAY W/GRAVEL I
------------------------------------------------------------____�
ATTERBURG LIMITS�: I.L: 26.7 PL: 13.0 PI: 13.7 SHRKG: 7.0� �
MUNSEL-COLOR: LIGHT YELLOWISH�BROWN CLAY
_=___ =_� .��-��assx�-�----�---�-----=a�-�� --------=a (
ROUTING
JAMES.ANDERSON
RAKESH CHAUBEY
MATT S�UTZ �
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CITY OF FORT WORTH.
CONSTRUCTION SER�IICES
LABORATORY RESULTS FOR
TEST HOLE AND PLASTICITY INDEX
PROJECT: SEWER M-390 & M-36SR GROUP 6 CONTRACT 1 PART 2
WOODROW STREET
DOE NO.: 1646I
FUND CODE.: 02 . � � '
_�_____________ __________________�____�__�_____�_�__�_�__�_=,
HOLE � 1 LAB NO.: 21292 !
LOCATION: 510 WOODROW CENTERLINE (
1 • OO"'_�C ___________________________________________________ i
9.00n GRAVEL I
16.00H BROWN CLAY �
---------------------------------------------------------------�
ATTERBURG LIMITS: LL: 23.1 PL: 13.8 PI: 9.3 SHRKG: 5.0$ �
MUNSEL COLOR: BROWN SANDY CLAY
ac=�a==�aaeo�ca==x=� �aa_.� _ ^�___ ��______��__ __caa������=sa=a=���'
c====�oo���__c=�����.� ��� =a��r—ar—�� � �����_��'
HOLE � 2. LAB NO.: 21293 �
LOCATION: 70' SOUTH OF LUDELLA CENTERLINE I
----------------------------------------------------------------�
2 . 50 ^' HMAC �
5.00" PALE BROWN CLAY W/GRAVEL . �
12 . 50 p BRO�t SAND �
----------------------------------__----------------------------�
ATTERDURG LIMITS: LLr 22.•0 PL: 17.2 . PI i- � 4.8 SHRKG:. 2.0$ �
MUNSFI� COZOR: 6/6�REDDISIT YELLOW CLAY SAND ' � �
-__-_______,�-_-______�___���___�_�_�___�__ _ ,
APPROVAL:
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DATE TESTED: 09-04-9?
DATE REPORTED: 09-12-96
TESTED BY: PATTERSON,NAIL,DESAI
ROUTING
JAMES ANDERSON
RAKESH CHAUHEY
MATT STUTZ
FILE
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DCITY OF FORT WORTH
CONSTRUCTION SERVICES
� LABORATORY RESULTS FOR .
TEST HOLE AND PLASTICITY INDEX
D �
PROJECT: SEWER M-390 & M-36SR GROUP 6 CONTRACT 1 PART 2
D LANCASTER AVENUE
DOE NO.: 1646J�
� . FUr1D CODE:� • 02 � � . � � ,
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HOLE � 1 , ?�AB N0. 21294 (
LOCATION: 185' EAST OF BOMAR N/4. I
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� 7.50� CONCRETE (COMPRESSIVE STRENGTH 4755 PSI} (
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ATTERBURG LIMTTS: LL: 34.0 PL: 15.9 PI: 18.1 SHRKG: 9.0� �
� MUNSEL COLQR: LIGHT GRAY CLAY___ _
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DAPPROVAL: �
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DJERI ROUTING
DATE TESTED: 09-04-9? JAMES ANDERSON
�DATE REPORTED: 09-12-96 RAKESH CHAUBEY
, TESTEI? BY :. PATTE�SON, NAIL, DESAI ',' MATT • S.TUTZ , , ,
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City of Fort Worth, Texas
n✓�Ayar And Caunc�l Cammun�cAt�an
DATE REFERENCE NUMBER LOG NAME PAGE
10/19/99 **C-17703 301H30 1 of 2
SUBJECT AWARD OF CONTRACT TO TEXAS-STERLING CONSTRUCTION, INC. FOR MAIN 390
DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND
IMPROVEMENTS (GROUP 6, CONTRACT 1) PART 2, UNIT 1
RECOMMENDATION:
It is recommended that the City Council authorize the City Manager to execute a contract with Texas-
Sterling Construction, Inc. in the amount of $1,371,921.00 for Main 390 Drainage Area Sanitary Sewer
System Rehabilitation and Improvements (Group 6, Contract 1) Part 2, Unit 1.
DISCUSSION:
On May 20, 1997 (M&C C-16053), the City Council authorized the City Manager to execute an
engineering agreement with Dannenbaum Engineering Corporation to prepare plans and specifications
for the reduction of inflow/infiltration in the sanitary sewer Main 390 drainage area.
This 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 consists primarily of the replacement of sewer main M-164R beginning from a point located
1,600 feet west of the IH-30/Beach Street intersection, then southerly 2,250 feet. The neighborhood
streets that will be impacted by construction are Bomer Avenue and Lancaster Avenue. The proposed
improvements consist of the replacement of 2,250 linear feet of primarily 42-inch diameter sewer pipe.
The project is located in COUNCIL DISTRICT 8, Mapsco 77D and 78A.
The project was advertised for bid July 22 and 29, 1999. On August 19, 1999, the following bids were
received:
BIDDER
Texas-Sterlina Construction
Jackson Construction, Inc.
AMOUNT
Inc. $1.371.921.00
1,764,911.25
TIME OF COMPLETION
150 Calendar Days
In addition to the contract cost, $96,000.00 is required for inspection and survey and $42,000.00 is
provided for project contingencies.
Texas-Sterling Construction, Inc. is in compliance with the City's M/WBE Ordinance by committing to
15% M/WBE participation. The City's goal on this project is 15°/a.
<.
City of Fort Worth, Texas
�1✓IJ' Ayar And C,aunc�l Cammun�cAt�ar� �
DATE REFERENCE NUMBER LOG NAME PAGE
10/19/99 **C-17703 � 301H30 I 2 of 2
SUBJECT AWARD OF CONTRACT TO TEXAS-STERLING CONSTRUCTION, INC. FOR MAIN 390
DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND
IMPROVEMENTS (GROUP 6, COf�TRACT 1) PART 2, UNIT 1
FISCAL INFORMATION/CERTIFICATION:
The Finance Director certifies that funds are available in the current capital budget, as appropriated, of
the State Revolving Fund-Sewer. �
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Submitted for City Manager's
O�ce by:
Mike Groomer G 140
Originating Department Head:
A. Douglas Rademaker
Additionat Information Contact:
6157
A. Douglas Rademaker 6157
IFUND � ACCOUNT � CENTER � AMOUNT I
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� PE42 541200 070420417510 $1,371,921.00 �
CITY SECRETARY
APPFiOVED ,.
CiTY COUNCI�:
OC7 t 9 �1999
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