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KENNETH BARR
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Prepared by:
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SPECIFICATIONS �
C�d'��R�C`��"� ������� C�• & CITY SECPETARY /�
��l�eS��C���i'��'c ��.'�� CONTRACT DOCUMENTS CONTRACT NO . `T
FOR
�°�"���s� �'��`������ MAIN 390 DRAINAGE AREA
SANITARY SEWER SYSTEM REHABILITATION
� AND IMPROVEMENTS
(GROUP 6, CONTRACT 1) PART 17
Units 1, 2, 3, 4& 5
PROJECT NO. PS46-070460410280
Unit 2- DOE No. 2467
Unit 4- DOE No. 2596
IN
THE CITY OF FORT WORTH, TEXAS
1999
HUGO MALANGA, P.E.
DIRECTOR OF TRANSPORTATION
AND PUBLIC WORKS DEPARTMENT
BOB TERRELL
CITY MANAGER
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LEE C. BRADLEY, JR., P.E.
DIRECTOR OF WA'I'ER DEPARTMENT
A. DOUGLAS RADEMAKER, P.E.
DIItECTOR OF ENGINEERING DEPARTMENT
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CITY OF FORT WORTH
DEPARTMENT OF ENGINEERING
ADDENDUM NO. 1
TO THE PLANS, SPECIFICATIONS AND CONTRACT DOCUMENTS FOR
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Main 390 Drainage Area Sanitary Sewer System
� Rehabilitation and Improvements (Group 6, Contract 1), Part 17
� Unit 1- D.O.E. NO. 2451, Unit 2- D.O.E. NO. 2467,
� Unit 3- D.O.E. NO. 2468, Unit 4— D.O.E. NO. 2596, Unit 5— D.O.E. NO. 2597
BID RECEIPT DATE: August 5,1999
ISSUED: July 22, 1999
Prospective bidders are hereby notified of the following:
1. Part B- PROPOSAL - Unit l, Sheet B1-5. Pay Item No. 18 has changed from 387 LF*
to 697 LF* 4-inch PVC Sanitary Sewer Services (Contractor must complete City
Approved Product Form on Page B1-8). Insert attached sheet B1-5 Revised 7/22/99.
2. Part B- PROPOSAL - Unit l, Sheet BI-6; Pay Item No. 23 has changed from 3004 LF
� to 3199 LF Trench Safety. Pay Item No. 24 has changed from 1626 LF to 623 LF
Permanent Asphalt Pavement Repair per Figure 4. Pay Item No. 26 has changed from 40
SY to 72 SY Concrete Driveway Repair. Insert attached sheet B1-6 Revised 7/22/99.
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3. Part B- PROPOSAL - Unit 1, Sheet B1-7; Pay Item No. 27 has changed from 869 LF to
' 1518 LF Hydromulch Seeding. Pay Item No. 28 has changed from 112 LF to 233 LF
Sodding. Pay Item No. 30 has changed from 482 SY to 791 SY 6-inch Topsoil. Insert
attached sheet B1-7 Revised 7/22/99.
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4. Part B— PROPOSAL — Unit 1. Add Pay Item No. 32 1084 LF Permanent Pavement
� Repair per Figure 2. Add Pay Item No. 33 15 LF Replace Concrete Curb and Gutter.
Add Pay Item No. 34 6 SY Concrete Sidewalk Repair. Insert attached sheet BI-7A
Revised 7/22/99. Note, the City of Fort Worth cored streets to determine the thickness
� and material of the existing pavement. From these cores, it was discovered that Tandy
Lane has a 5-inch concrete base with a 6-inch HMAC overlay. Thus, the pavement
repair for this area changed from Figure 4 to Figure 2. The plan and profile sheets
� impacted by this pavement repair change are sheets 14, 15 and 16. Figure 2 is attached to
the addendum.
� 5. Part B- PROPOSAL - Unit 2, Sheet B2-5; Pay Item No. 18 has changed from 1615 LF*
to 1839 LF* 4-inch PVC Sanitary Sewer Services (Public Services) (Contractor must
complete City Approved Product Form on Page B2-9). Pay Item No. 19 has changed
from 2835 LF* to 2937 LF* 4-inch PVC Sanitary Sewer Services (Private Services)
� (Contractor must complete City Approved Product Form on Page B2-9). Insert attached
sheet B2-5 Revised 7/22/99. Note, there are two No. 18 Pay Items. The 4-inch PVC
Sanitary Sewer Services (Private Services) should be number 19 with the remaining pay
� items being renumbered to reflect this revision.
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6. Part B- PROPOSAL - Unit 2, Sheet B2-6; Pay Item No. 22 has changed from 1884 LF
to 3661 LF Trench Safety, Over 5'. Pay Item No. 24 has changed from 945 LF to 1105
LF Permanent Asphalt Repair per Figure 4(for Service Reconnection). Insert attached
sheet B2-6 Revised 7/22/99.
7. Part B- PROPOSAL - Unit 2, Sheet B2-7; Pay Item No. 29 has changed from 2460 LF
�.. to 2662 LF Sodding. Pay Item No. 30 has changed from 102 SY to 112 SY Concrete
Sidewalk. Pay Item No. 31 has changed from 841 SY to 923 SY 6-inch Topsoil. Insert
� attached sheet B2-7 Revised 7/22/99. �
8. Part B- PROPOSAL - Unit 2, Sheet B2-8; Revise Pay Item No. 34 to read 230 SY
� Heavy Non-Woven Filter Fabric (Amoco 4551/or equal). Insert attached sheet B2-8
Revised 7/22/99.
� 9. Part B- PROPOSAL - Unit 3, Sheet B3-5; Pay Item No. 17 has changed from 4265 LF*
to 4345 LF* 4-inch PVC Sanitary Sewer Services (Private Services) (Contractor must
complete City Approved Product Form on Page B3-9). Insert attached sheet B3-5
Revised 7/22/99.
10. Part B- PROPOSAL - Unit 3, Sheet B3-6; Pay Item No. 21 has changed from 3164 LF
to 5979 LF Trench Safety, Over 5'. Insert attached sheet B3-6 Revised 7/22/99.
11. Part B- PROPOSAL - Unit 3, Sheet B3-7; Pay Item No. 28 has changed from 3445 LF
to 3505 LF Sodding. Insert attached sheet B3-7 Revised 7/22/99.
� 12. Part B- PROPOSAL - Unit 3, Sheet B3-8; Pay Item No. 30 has changed from 1 l48 SY
to 1151 SY 6-inch Topsoil. Add Pay Item No. 33 4 SY Concrete Sidewalk Repair.
',., Insert attached sheet B3-8 Revised 7/22/99.
13. Part B- PROPOSAL - Unit 4, Sheet B4-5; Pay Item No. 17 has changed from 425 LF*
to 1033 LF* 4-inch PVC Sanitary Sewer Services (Contractor must complete Ciry
Approved Product Form on Page B4-9). Pay Item No. 18 has changed from 225 LF to
�- 241 LF 4-inch D.I.P. Sanitary Sewer Services. Insert attached sheet B4-5 Revised
7/22/99.
� 14. Part B— PROPOSAL — Unit 4, Sheet B4-6; Pay Item No. 22 has changed from 244 LF
to 1000 LF Trench Safety. Pay Item No. 23 has changed from 1273 LF to 958 LF
�'"' � Permanent Asphalt Pavement Repair per Figure 4. Pay Item No. 24 has changed from
140 LF to 374 LF Permanent Asphalt Pavement Repair per Figure 4(for Service
Reconnection). Insert attached sheet B4-6 Revised 7/22/99.
� I5. Part B— PROPOSAL — Unit 4, Sheet B4-7; Pay Item No. 26 has changed from 2 SY to
25 SY Replace Concrete Sidewalk (for Service Replacement). Pay Item No. 2? has
changed from 3 SY to 19 SY Concrete Driveway Repair (for Service Replacement).
� Pay Item No. 28 has changed from 320 LF to 669 LF Sodding. Insert attached sheet B4-
7 Revised 7/22/99.
� 16. Part B- PROPOSAL - Unit 4, Sheet B4-8; Pay Item No. 31 has changed from 123 SY to
275 SY 6-inch Topsoil. Add Pay Item No. 34 354 LF Permanent Pavement Repair per
Figure 2. Insert attached sheet B4-8 Revised 7/22/99. Note, the City of Fort Worth cored
� streets to determine the thickness and material of the existing pavement. From these
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cores, it was discovered that Purington Ave. has a 6-inch concrete base with a 5-inch
HMAC overlay. Thus, the pavement repair for this area changed from Figure 4 to Figure
2. The plan and profile sheets impacted by this pavement repair change are sheets 63 and
64. Figure 2 is attached to zhe addendum.
� 17. Part B- PROPOSAL - Unit 5, Sheet BS-3; Pay Item No. 11 has changed from 345 LF*
to 968 LF* 4-inch PVC Sanitary Sewer Services (Contractor must complete City
Approved Product Form on Page BS-7). Insert attached sheet BS-3 Revised 7/22/99.
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18. Part B— PROPOSAL — Unit 5, Sheet BS-4; Pay Item No. 15 has changed from 2935 LF
' to 3697 LF Trench Safety. Pay Item No. 16 has changed from 2229 LF to 1308 LF
Permanent Asphalt Pavement Repair per Figure 4. Insert attached sheet BS-4 Revised
7/22/99.
19. Part B— PROPOSAL — Unit 5, Sheet BS-5; Pay Item No. 17 has changed from 6 LF. to
72 LF Concrete Curb and Gutter. Pay Item No. 18 has changed from 1201 LF to 1497
LF Hydromulch Seeding. Pay Item No. 19 has changed from 673 SY to 878 SY 6-inch
Topsoil. Pay Item No. 20 has changed from 3 SY to 16 SY Replace Concrete Sidewalk.
Insert attached sheet BS-5 Revised 7/22/99. �
20. Part B- PROPOSAL - Unit 5, Sheet BS-6; Add Pay Item No. 23 281 LF Sodding. Add
Pay Item No. 24 3 SY Concrete Driveway Repair. Add Pay Item No. 25 1352 LF
Permanent Pavement Repair per Figure 2. Insert attached sheet BS-6 Revised 7/22/99.
Note, the City of Fort Worth cored streets to determine the thickness and material of the
existing pavement. From these cores, it was discovered that Mt. Vernon Street has a 6-
inch concrete base with a 3-inch HMAC overlay. Thus, the pavement repair for this area
changed from Figure 4 to Figure 2. The plan and profile sheets impacted by this
pavement repair change are sheets 72, 73 and 74. Figure 2 is attached to the addendum.
21. All other provisions of the plans, specifications and contract documents for the project
which are not expressly amended herein shall remain in full force and effect.
Failure to return a signed copy of the addendum with the proposal shall be grounds for rendering the
bid non-responsive. A signed copy of this addendum shall be placed into the proposal at the time of
bid submittal.
RECEIPT ACK OWLEDGED: A. I�ouglas Rademaker, P.E., Director
By: J,� _ By: f'0 �� 7 � o tS �, .
' + �Rick Trice, P.E., Manager Consultant Services
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' SPECIFICATIONS � '
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CONTRACT DOCUMENTS
FOR .
MAIN 390 DRAINAGE AREA
SANITARY SEWER SYSTEM REHABILITATION
� AND IMPROVEMENTS
(GROUP 6, CONTRACT 1) PART 17
Units 1, 2, 3, 4& 5 �
PROJECT NO. PS46-070460410280
Unit 1- DOE No. 2451
Unit 2- DOE No. 2467
Unit 3- DOE No. 2468
Unit 4- DOE No. 2596
Unit 5- DOE No. 2597
IN
THE CITY OF FORT WORTH, TEXAS
1999
KENNETH BARR
MAYOR
BOB TERRELL
CITY MANAGER
HUGO MALANGA, P.E.
DIRECTOR OF TRANSPORTATION
AND PUBLIC WORKS DEPARTMENT
LEE C. BRADLEY, JR., P.E.
DIRECTOR OF WATER DEPARTMENT
A. DOUGLAS RADEMAKER, P.E.
DIRECTOR OF ENGINEERING DEPARTMENT
Prepared by:
TranSystems Corporation Consultants
500 West Seventh St., Suite 600
� Fort Worth, Texas 76102
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TABLE OF CONTENTS
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Part A- Notice to Bidders
Special Instructions to Bidders (Water Department)
City of Fort Worth Minority/Women Business Enterprise Policy
Part B- Unit 1 Proposal
City of Fort Worth MinoritylWomen Business Enterprise Policy
Part B- Unit 2 Proposal
City of Fort Worth Minority/Women Business Enterprise Policy
Part B- Unit 3 Proposal
City of Fort Worth MinoritylWomen Business Enterprise Policy
Part B- Unit 4 Proposal
City of Fort Worth MinoritylWomen Business Eriterprise Policy
Part B- Unit 5 Proposal
Part C - General Conditions
Part D - Special Conditions
Part DA - Additional Special Conditions
Certificate of Insurance
Part F- Bonds (City of Fort Worth)
• 0 Performance Bond
0 Payment Bond
0 Maintenance Bond
Part G- Contract (City of Fort Worth)
Appendix A- State Revolving Fund Requirements
Appendix B - Easement
Appendix C
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Part A- Notice to Bidders
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NOTICE TO BIDDERS
Sealed proposals for the follovving
For: Main M-390 Drainage Area Sanitary Sewer System.
Rehabilitation and Improvements (Group 6, Contract 1), Part 17, Units 1-5
Sewer Project No. PS46-070460410280 . �
Unit 1 (DOE No. 2451)
706 LF 6-inch to 8-inch Sewer Rehab by Pipe Enlargement
2886 LF 8-inch PVC Sewer by open cut; All Depths
100 LF 8-inch D.I.P. Sewer by open cut; All Depths
387 LF 4-inch PVC Service Line
13 EA Standard 4-foot diameter Sanitary Setiver Manhole
Unit 2'(DOE No. 2467)
1609 LF 6-inch to 8-inch Sewer Rehab by Pipe Enlargement
2113 LF 8-inch PVC Sewer by Open Cut; All depths
4450 LF 4-inch PVC Service Line
18 EA Standard 4-foot diameter Sanitary Sewer Manhole
Unit 3 (DOE No. 2468)
558 LF 6-inch to 8-inch Sewer Rehab by Pipe Enlargement
1457 LF 8-inch PVC Sewer by Open Cut; All depths
1733 LF 8-inch D.I.P. Sewer by Open Cut; All depths
5430 LF 4-inch PVC Service Line
1960 LF 4-inch D.I.P. Service Line
11 EA Standard 4-foot diameter Sanitary Sewer Manhole
Unit 4 (DOE No. 2596)
1804 LF 6-inch to 8-inch Sewer Rehab by Pipe Enlargement
998 LF S-inch PVC Sewer by open cut; All Depths
379 LF 8-inch D.I.P. Sewer by open cut; All Depths
225 LF 4-inch D.I.P. Service Line
425 LF 4-inch PVC Service Line
14 EA Standard 4-foot diameter Sanitary Sewer Manhole
Unit 5 (DOE No. 259�
3403 LF 8-inch PVC Setiver by open cut; All Depths
345 LF 4-inch PVC service line
11 EA Standard 4-foot diameter Sanitary Sewer Manhole
Addressed to Mr. Bob Terrell, City Manager for the City of Fort Worth, Texas, will be received at
the Purchasing Office until 1:30 PM. Thursday. Aueust 5. 1999. and then publicly opened and read
aloud at 2:00 PM in the Council Chambers. Plans for this project may be obtained at the� office of
the Department of Engineering, Municipal Off`ice Building, 1000 Throckmorton Street, Fort Worth,
Texas. One set of plans and documents will be provided for a deposit of fifty dollars ($50.00), such
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NOTICE TO BIDDERS . '
deposit being refundable if the documents are rehuned in good condition wilun ten (10) days after
the bids are opened. Additional sets may be purchased on a nonrefiuidable basis for fifty dollars
($50.00) per set. �
A pre-bid conference will not be held. .
Bidders shall not separate, detach or remove any portion, segment or sheets from the contract
document at any time. Bidders must submit the complete specifications book or risk rejection of
bid.
The improvements included in this project must be performed by a contractor who is pre-qualified
by the Water Department at the time of bid opening. The procedures for pre-qualification are
outlined in the "Special Instructions to Bidders (Water Department)".
For additional information concerning this project, please contact Mike Domenech, P.E., Project
Manager, at 332-5474 ext. 39 or Joseph C. Masterson, P.E. at 339-8950.
Advertising Dates:
Julv 8. 1999
Julv 15, 1999
Fort Worth, Texas
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PART A- COMPREHENSIVE NOTICE TO BIDDERS
Sealed proposals for the foilowing:
For: Main M-390 Drainage Area Sanitary Sewer System
Rehabilitation and Improvements (Group 6, Contract 1), Part 17, Units 1-5
Sewer Project No. PS46-070460410280 �
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. Ausust 5, 1999, and then publicly opened and read aloud
at 2:00 P.M. in the Council Chambers. Plans for this project may be obtained at the office of the
Department of Engineering, Municipal Office Building, 1000 Throckmorton Street, Fort Worth, Texas.
One set of plans and documents will be provided for a deposit of fifty dollars ($50.00), such depasit
being refundable if the documents are returned in good condition within ten (10) days after the bids are
opened. Additional sets may be purchased on a nonrefundable basis for f fty dollars ($50.00) per set.
All bidders will be required to comply with Provisions 5159a of "Vernon's Annotated Civil Statutes"
of the State of Texas with respect to the payment of prevailing wage rates and City Ordinance No.
7278, as amended by City Ordinance No. 7400, Fort Worth City Code Sections 13-A-21 through 13-A-
29), prohibiting discrimination in employment practices.
A pre-bid conference will not be held.
The major work on the above project shall consist of the following:
Unit 1(DOE No. 2451)
706 LF 6-inch to 8-inch Sewer Rehab by Pipe Enlargement
2886 LF 8-inch PVC Sewer by open cut; All Depths
100 LF 8-inch D.I.P. Sesver by open cut; All Depths
387 LF 4-inch PVC service line
13 EA Standard 4-foot diameter Sanitary Sewer Manhole
Unit 2 (DOE No. 246'�
1609 LF 6-inch to 8-inch Sewer Rehab by Pipe Enlargement
2113 LF 8-inch PVC Sewer by Open Cut; All depths
4450 LF 4-inch PVC service line
18 EA Standard 4-foot diameter Sanitary Sewer Manhole
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Unit 3 (DOE No. 2468)
�58 LF 6-inch to 8-inch Sewer Rehab by Pipe Enlargement
1457 LF 8-inch PVC Sewer by Open Cut; All depths
1733 LF 8-inch D.I.P. Setiver by Open Cut; All depths
5430 LF 4-inch PVC Service Line
1960 LF
11 EA
4-inch D.I.P. Service Line
Standard 4-foot diameter Sanitary Sewer Manhole
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PART A- COMPREHENSI� NOTICE TO BIDDERS
Unit 4 (DOE No. 2596)
1804 LF b-inch to 8-inch Sewer Rehab by Pipe Enlargement
998 LF 8-inch PVC Sewer by open cut; All Depths
,: 379 LF 8-inch D.I.P. Setiver by open cut; All Depths
225 LF 4-inch D.I.P. Service Line
425 LF
14 EA
4-inch PVC Service Line
Standard 4-foot diameter Sanitary Sewer Manhole
Unit 5 (DOE No. 259�
3403 LF 8-inch PVC Sewer by open cut; All Depths
345 LF 4-inch PVC Service Line
11 EA Standard 4-foot diameter Sanitary Sewer Manhole
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designated as Sewer Rehabilitation Project No. PS46-070460410280 located in the City of Fort
Worth, Texas. .
Included in the above will be all other miscellaneous items of construction as outlined in the Plans and
Specifications. The improvements included in this project must be performed by a contractor who is
pre-qualified by the Water Department at the time of bid opening. The procedures for pre-qualification
are outlined in the "Special Instructions to Bidders (Water Department)".
The City reserves the right to reject any and/or all bids and waive any and/or all formalities. AWARD
OF CONTRACT: No bid may be withdrawn until the expiration of Sixty (60) days from the date the
MBE/WBE UTILIZATION FORM, PRIME CONTRACTOR WAIVER FORM and/or the GOOD
FAITH EFFORT FORM ("Documentation") as appropriate is received by the City. The award of
contract, if made, will be within sixty (60) days after this documentation is received, but in no case will
the award be made until all the necessary investigations are made as to the responsibility of the bidder
to whom it is proposed to award the contract.
Bidders are responsible for obtaining all addenda to the contract documents and acknowledging receipt
of the addenda by initialing the appropriate spaces on the PROPOSAL form. Bids that do not
acknowledge receipt of all addenda may be rejected as being non-responsive. Information regarding
the status of addenda may be obtained by contacting the Department of Engineering at (817) 871-7910.
a This document is designed as five (5) separate contract documents and shall not be construed as being a
single contract. The Proposal Sections are provided as five (5) individual M/WBE specifications and
are arranged in units to allow respective bidders to submit bids on one unit, some of the units, or all the
a units. Award of contract, if made, shall be to the responsive low bidder for each individual unit. If a
contractor is the responsive low bidder on two units or more then such units will be combined into a
combined project with one single contract award.
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Construction time on all units will run concurrently. For the situations involving approved contracts
with multiple units, the construction completion time for all the units shall be the same as the unit with
the longest construction period within such contracts.
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PART A- COMPREHENSIVE NOTICE TO BIDDERS
Any contract or contracts awarded under this Notice to Bidders are expected to be funded in part by a
loan from the Texas Water Development Board. Neither the State of Texas nor any of its departments,
agencies, or employees are or will be a parry to this Notice to Bidders or any resulting contract. The
contract(s) is subject to regulations contained in 31 TAC Chapter 363 in effect on the date this contract
is executed. �
Bidders shall not separate, detach or remove any portion, segment or sheets from the contract
document at any time. Bidders shall submit complete specifications book or risk rejection of bid.
In accord with the City of Fort Worth Ordinance, No. 11923, as amended by Ordinance 13471,
the City of Fort Worth has goals for the participation of Disadvantaged Enterprise 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, PRIlV� CONTRA.CTOR WAIVER
FORM and/or the GOOD FAITH EFFORT FORM ("Documentation") as appropriate. The
documentation must'be received by the contracting department no later than 5:00 PM, five (5)
City business days after the bid opening date. The bidder shall obtain a receipt from the
appropriate employee of the contracting department to whom the delivery was made. Such
receipt shall be evidence that Documentation was received by the City.
The Managing Department for this project is the Department of Engineering.
For additional information concerning this project, please contact Mr. Mike Domenech, P.E., Project
Manager, at (817) 332-5474 ext. 39 or Joseph C. Masterson at (817)339-8950. �
� Bob Terrell
City Manager
Gloria Pearson
� City Secretary
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A. Douglas Rademaker,�P.E., Director
Department of Engin ri g
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By: lD R.`� S v J c�
�v.� Rick Trice, P.E.
Manager, Consultant Services
� Advertising Dates:
� Julv 8. 1999
Julv 15. 1999
aFort Worth, Texas
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Special Instructions to Bidders
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SPECIAL INSTRUCTION TO BIDDERS
(WATER DEPARTMENT)
1. PREOUALIFICATInN REOLTIREMENT: All contractors submitting bids are required
to be prequalified by the Fort Worth Water Department prior to submitting bids. This
Prequalification Process will establish a bid limit based on a technical evaluation and
financial analysis of the contractor. It is the bidder's responsibility to submit the
following documentation: a current financial statement, an acceptable experience record,
an acceptable equipment schedule and any other documents the Department may deem
necessary, to the Director of the Water Department at least seven (7) calendar days prior
to the date of the opening of bids.
(a) The fmancial statement required shall have been prepared by an independent
certified public accountant or an independent public accountant holding a valid
permit issued by an appropriate State licensing agency and shall have been so
prepared as to reflect the financial status of the submitting company. This
statement must be current and not more than one (1) year old. In the case that a
bidding date falls within �the time a new statement is being prepared, the previous
statement shall be updated by proper verification.
(b) For an experience record to be considered to be acceptable for a given project, it
must reflect the experience of the firm seeking qualification in work of both the
same nature and technical level as that of the project for which bids are to be
received. �
(c) The Director of the Water Department shall be the sole judge as to the
Dacceptability for fnancial qualification to bid on any Fort Worth Water
Department project.
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Bids received in excess of the bid limit shall be considered non-responsive and
will be rej ected as such.
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The City, in its sole discretion, may reject any bid for failure to demonstrate
experience and/or expertise. •
Any proposals submitted by a non-prequalified bidder shall be returned unopened,
and if inadvertently opened, shall not be considered.
(g) The City will attempt to notify prospective bidders whose qualifications (financial
or experience) are not deemed to be appropriate to the nature and/or magnitude of
the project on which bids are to be received. Failure to notify shall not be a
waiver of any necessary prequalification.
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2. BID-SEC;j TRITY: A cashier's check or acceptable bidder's bond payable to the City of
Fort Worth in an amount of not less than five percent (5 %) of the largest possible total of
the bid submitted must accompany the bid, and is subject to forfeiture in the event the
successful bidder fails to execute the Contract Documents within (10) days after the
contract has been awarded. To be an acceptable surety on the bond, (1) the name of the
surety shall be included on the current U.S. Treasury, or (2) the surety must have capital
and surplus equal to ten times the limit of the bond. The surety must be licensed to do
business in the State of Texas. The amount of the bond shall not exceed the amount
shown on the Treasury list or one-tenth (1/10) the total capital and surplus.
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3. BONDS: A performance bond, a payment. bond and a rr�aintenance bond each for one
a hundred (100%) percent of the contract price will be required, Reference C 3-3.7.
� 4. WAGE RATES: Not less than the prevailing wage rates established by the City of Fort
Worth, Texas and as set forth in the contract documents m�st be paid on this project.
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5. AMBIC7iTITY: 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 rej ect the Proposal.
6. BIDDER LIC;ENSE: Bidder must be a licensed Contractor in the State of Texas.
7. NONRESIDENT BIDDERS: Pursuant to Article 601g, Texas Revised Civil Statutes, the
City of Fort Worth will not award this contract to a nonresident bidder unless the
nonresident's bid is lower than the lowest bid submitted by a responsible Texas resident
bidder by the same amount that a Texas resident bidder would be required to underbid a
nonresident bidder to obtain a comparable contract in the State in which the nonresident's
principal place of business is located.
'Nonresident bidder' means a bidder whose principal place of business is not in the State
� of Texas, but excludes a contractor whose ultimate parent company or majority owner has
its principal place of business in the State of Texas.
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This provision does not apply if this contract involves Federal fiuids.
Q The appropriate blanks of the Proposal must be filled out by all nonresident bidders in
order for the bid to meet specifications. The failure of a nonresident contractor to do so
will automatically disqualify that bidder.
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8. PAYMENT: If the contract amount is $25,000 or less, the contract amount shall be paid
within forty-five (45) calendar days after completion and acceptance by the City.
9. A E: 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
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this contract, shall, in connection with the employment, advancement or discharge of
employees in connection with the te�ns, conditions or privileges of their employment,
discriminate against persons because of their age except on the basis of a bona fide
occupational qualification, retirement plan, or statutory requirement.
Contractor further covenants that neither it nor its officers, members, agents, employees,
subcontractors, program participants, or persons acting on their behalf, shall specify, in
solicitations or advertisements for employees to work on this contract, a maximum age
limit for such employment unless the specified maximum age limit is based upon a bona
fide occupational qualification, retirement plan or statutory 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 subcontractors' alleged failure � comply with the above
referenced Policy concerning age discrimination in the perfo ance of this agreement.
10. DISABILITY: In accordance with the provisions of the Americans With Disabilities Act
of 1990 ('ADA'), Contractor warrants that it and any and all of its subcontractors will not
unlawfully discriminate on; the basis of disability in the provision of services to the
general public, nor in the availability, terms and/or conditions of employment for
applicants for employment with or employees of Contractor or any of its subcontractors.
Contractor warrants it will fully comply with the ADFA's provisions and any other
applicable Federal, State and local laws concerning disability and will defend, indemnify
and hold City harmless against any claims or allegations asserted by third parties or
subcontractors against City arising out of contractor's and/or its subcontractors' alleged
failure to comply with the above referenced Policy concerning age discrimination in the
performance of this agreement.
11. MINORITY AND WnMEN Bi7SINESS ENTERPRISES: In accordance with the City
of Fort Worth Ordinance No. 11923 the City of Fort Worth has goals for the participation
of minority business enterprises and women business enterprises in City contracts. A
copy of the Ordinance can be obtained from the Office of the City Secretary. For a bid to
be considered responsive the bidder shall submit the MBE/WBE UTILIZATION FORM,
PRIME CONTRACTOR WAIVER FROM and/or the GOOD FAITH EFFORT FORM
("Documentation") as appropriate. The documentation must be received no later than
5:00 PM, five (5) City business days after the bid opening date. The bidder shall obtain a
receipt from the appropriate employee of the managing department to whom delivery was
made. Such receipt shall be evidence that the documentation was received by the City.
Failure to comply shall render the bid nonresponsive.
Upon request, Contractor agrees to provide the Owner complete and accurate information
� regarding actual work performed by a Minority Business Enterprise (1VIBE and/or, a
Women Business Enterprise (WBE) on the contract and payment thereof. Contractor
� further agrees to permit any audit and/or examination of any books, records or files in its
possession that will substantiate the actual work performed by an MBE and/or WBE. The
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misrepresentation of facts (other than a negligent misrepresentation) and/or the
commission of fraud by the Contractor will be grounds for termination of the contrac�
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 and/or
commission of fraud will result in the Contractor being determined to be irresponsible
and barred from participating in City work for a period of time of not less than three (3)
years.
Revised 9/24/97
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Mains:�90 Drainage Area Sanitary Sewer System
� Rehabi��tation and Improvements ,
(Group 6, Contract 1), Part 17, Uni�� pT 0�
� ci of Fort worth��c�N����N�/c F�
111linority and Women �usiness Enter i e'' t' s
. . ����� ��� �
SPECIAL INSTRUCTIONS FOR BIDDERS
APPLICATION OF POLiCY
�If the total doilar value af the contract Is $25,OQ0 or more, the MIWBE goai is�appticable 'lf the totat doliar
. ,.. , . �,
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value of.the confract is�less.,than'.$Z5,OOO, the�M/WB�:.goal is hot appiicatile , _: _,: . . ,, .. . .5.,.:; .,�. . ,„ ;
POLICY STATEMENT �
It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority/Women Business
Enterprises (M/WBE) in the procurement of ail goods and services to the City on a contractual basis. The objective
of the Poficy is to increase the use of M/WBE ftrms to a level comparable to the availability of MMBEs that provide
goods and services directly or indirectiy to the City.
M1WBE PROJECT GOALS
The City's MBEiWBE goai on this project is 18 % of the base bid va{ue of the contract.
� COMPLIANCE TO BID SPECI�ICATIONS.
On City contracts of �25,000 or more, bidders are required to comply with the intent of the City's M/WBE Ordinance
� by either of the following:
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9. Meet or exceed the above stated M/WBE goal, or;
2. Good Faith Effort documentation, or;
3. Waiver docamentation.
SUBM[TTAL OF REQUIRED DOCUMENTATION
The applicable documents must be received by the Managing Department, within the following times al{ocated, in
order for the entire bid to be considered responsive to the specifications.
1. M/WBE Utilization Form: received by 5:00 p.m., five (5) City business days after the
bid opening date, exclusive of the bid opening date.
2. Prime Contractor Waiver Form:
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received by 5:00 p.m., �ve (�) City business days after the
bid opening date, exclusive oi the t�id opening date.
3. Good Faith Effort Form: received by 5:00 p.m., five (5) City business days after the
bid opening date, exclusive of the bid opening date.
`FAtI.URE TO COMPLY WITH-7H� CITY'S M/WBE�ORDINANCE, W11.L RESULT 1N Tii� BID BEING � �,
� �� _. _ . .. : `. '�CONSlDERED NON-RESPONSIVE:TO SPEClFICATIONS . ' ,' __ '"
, . , „ , � ..-. . ��
Any questions, please contactthe M/WBE Office at (817) 871-6104.
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City of Fort Wort�t�- �
Minority and Women Business Enterprise Specificafions
MBE/WBE UTILIZATION
ATTACHMENT 1A
Page 1 of 2
� .�%9�- �'9Gr33Fn% �...✓s•r.���r�o,✓ 8�..f�91�'
PRIME COMPANY NAME BID DATE �
%i��9�i✓ 39�' �'.P��P G. C�✓Jz9cT'/, �itc-T/� U.✓� T y
� PROJECT NAME � PROJECT NUMBER
I CITY'S M/VVI3E PROJECT GOAL: �8 � � I 111/WBE PERCENTACE ACHIEVED: j
1
� Failure to complete this form, in its entirety with supporting documentation, and received by the Managing Department
on or before 5:00 p.m. five (5) City business days after bid opening, exclusive of bid opening date, will result in the bid
� being considered non-responsive to bid specifications.
The undersigned bidder agrees to enter into a formal agreement with the MBE and/or WBE firms for work listed in this
Cschedule, conditioned upon execution of a contract with the City of Fort Worth. The intentional and/or knowing
misrepresentation of facts is grounds for consideration of disqualification and will result in the bid being considered
'non-responsive to specifications.
� Company Name, Contact Name,
Address, and Telephone No.
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Certified
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Specify All Contracting
Scope of Work (`)
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Specify All Items to be
Supplied(")
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M/WBEs must be located in the 9(nine) county marketplace or currently doing business in the marketplace at the time of bid.
(') Specify all areas in which MWBE's are to be utilized and/or items to be supplied:
(') A complete listing of items to be supplied is required in order to receive credit toward the M/WBE qoal.
() Identify each Tier level. Tier: Means the level of subcontracting below the prime contractor/consultant, i.e., a direct payment
from the prime contractor to a subco�tractor is considered 1" tier, a payment by a subcontractor to
its supplier is considered 2nd tier.
� THIS FORM MUST BE RECEIVED BY THE MANAGING DEPARTMENT BY 5:00 p.m., FIVE (5) CITY BUSINESS DAYS AFTER BID
OPENING, EXCLUSIVE OF THE BID OPENING DATE
� Rev. 6l2/98
Pages 1 and 2 of Attachment 1A must be received by the Managing Department
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ATTACHMENT 1A
Page 2 of 2
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� City of Fort Worth µ
Minority and Women Business Enterprise Specifications
MBE/WBE UTiLIZATION
� Company Name, Contact Name, Certified Specify All Contracting S eci All Items to be
p fY —
Address, and 7elephone No. Q ... Scope of Wbrk (') Supplied(*) ,�,;
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Dollar Amount
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The bidder further agrees to provide, directly to the City upon re uest, com lete and accurate information re ard'
q p g ing
actual work performed by all subcontractors, including MBE(s) and/or WBE(s) arrangements submitted with this bid.
�The bidder also agrees to allow an audit and/or examination of any books, records and files held by their company that
will substantiate the actual work pertormed by the MBE(s) and/or WBE(s) on this contract, by an authorized officer or
employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the
0 contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal,
State or Local laws concerning false statements. Any failure to comply with this ordinance and creates a material
breach of contract may result in a determination of an irresponsible offeror and barred from participating in City work
�for a period of time not less than one (1) year.
ALL MBEs and WBEs MUST BE CERTIFIED BY THE CITY BEFORE CONTRAC7 AWARD
C�J� LQ �.E� G'/-lA��� ,Zj i9/%�
�Authorized Signature � Printed Signature --
/"i2�i2 Tr-zT �'i�.9-� c�"�L
Title Contact Name and Title (if different)
�/a._.c_ AG.�r-�T C�.,.�s�„�.-r.��.% S/7� G zs�-935'1
Company Name Telephone Number (s)
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Address
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� CitylStatelZip Code
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Fax Number
S�/�ls'�
Date
THIS FORM MUST BE RECEIVED BY THE MANAGING DEPARTMENT BY 5:00 p.m., FIVE (5) CITY BUSINESS DAYS AFTER BID
OPENING, EXCLUSIVE OF THE BID OPENING DATE
Rev. 6/2l98
� Pages 1 and 2 of Attachment 1A must be received by the Managing Department
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Prime Contractor Waiver
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ATTACHMENT 1 B
Page 1 of 1
Cit_y o��=�ort Worth
Minority and Women gusiness Enterprise Specifications
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Prime Company Name
Bid Opening Date
Project Name
Project Number
If both answers to this form are YES, do not complete ATTACHMENT 1C(Good Faith Effort Form).
� All questions on this form must be completed and a detailed explanation provided, if applicable. If
the answer to either question is NO, then you must complete ATTACHMENT 1C. This form is only
applicable if both answers are yes.
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Will you perform this entire contract without suppliers? Yes No .
� If yes, please provide a detailed explanation that proves based on the size and scope of
this project, this is your normal business practice and provide an inventory profile of
your business.
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Failure to complete tliis �form�in �its 'enti'rety and be received by.,�`�tFie:��ManaQina :;D�p�rtr�ent on or
before 5:00 p.m., five (51•�Citv� busin'ess days after bid openina, ,exclu'sive of=th`e� liid;%opening"-date,
will result in the bid being consid'ered=non-responsive to bida"spe�cifications.- "� .`=��r;`
Will you perform this entire contract without subcontractors? Yes No
If yes, please provide a detailed explanation that proves based on the size and scope of
this project, this is your normal business practice and provide an operational profile of
your business.
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) on this contract, the payment therefore and any proposed changes to the original MBE(s)
and/or WBE (s) arrangements submitted with this bid. The bidder also agrees to allow an audit
andlor examination of any books, records and files held by thei�r 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 intentional and/or knowing misrepresentation of facts will be grounds
for terminating the contract or debarment from City work for a period of not less than three (3)
years and for initiating action under Federal, State or Local laws concerning false statemerfts. Any
failure to comply with this ordinance and creates a material breach of contract may result in a
determination of an irresponsible offeror and barred from participating in City work for a period of
time not less than one (1) year.
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Authorized Signature
Title
Company Name
Address
Authorized Signature
Printed Signature
Contact Name (if different)
Contact Telephone Number (s)
Fax Number
Company Name
� Rev. 6/2/98
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PART B- PROPOSAL - Unit 2 .
TO: BOB TERRELL FROM: (Bidder's Name)
CITY MANAGER
FORT WORTH, TEXAS
(Address)
For: Main M-390 Drainage Area Sanitary Sewer System
Rehabilitation and Improvements (Group 6, Contract 1), Part 17
Sewer Project No. PS46-070460410280, DOE No. 2467
�
Pursuant to the foregoing "Notice to �idders," the undersigned has thoroughly examined the
plans, specifications, and the site, understands the amount of work to be done and hereby
proposes to do all the work and furnish all labor, equipment, and materials necessary to fully
complete the work as provided in the P�ans and Specifications, and subject to the inspection and
approval of the Director, Department of ,Bngineering of the City of Fort Worth.
Upon acceptance of this proposal, th,�e bidder is bound to execute a contract and furnish
Performance and Payment Bond app�'oved by the City of Fort Worth for performing and
completing the said work within the tim� stated and for the following sums to-wit:
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Main 390 (Group 6, Contract 1), Part 17, Unit 2
Pay �pec Approximate Descripdon of Bid Item Prices
Item Item Quantity WKitten in Words
1. 1609 LF** 6" to 8" Sewer Rehabilitation by Pipe
Enlargement Met�od
�
i'y� ,�Ty �/i.✓E'
�u� &
!✓ � Cents per LF
Unit
Price
$ 39 00
2. 30 LF* 6-inch PVC by Open Cut, All Depths $� j8 �
--�s✓.,eTy Ei G,�> ,
Da�i� &
/S�� Cents per LF
*, ** Contractor must complete City Approved Method and Product Form on Page B2-9. �
P:12011971971061ADMISPEG1Subbasin A97106-PR2.doc
B2-1
Total
Price
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$ �u zj�7,�1 >
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$ !,l�a
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Main 390 (Group 6, Contract 1), Part 17, Unit 2 .
�ay Spec Approximate Description of Bid Item Prices Unit
Item Item Quantity Written in Words Price
3. 2113 LF* 8-inch PVC by Open Cut, All Depths � $ 3/�
7'�l.�eT� o.vE" .
4. 110
Dollars &
%C�%'1% `� Cents per LF
LF 8-inch D.I.P. by Other than Open Cut
S, xTy I .
Dollars &
/V� Cents per LF
5. 10 LF* 12-inch PVC by Open Cut, All Depths
TWD �!'uaiv.�r�
Fif�'l Dou� &
/VO Cents per LF
6. 10 LF* 15-inch PVC by Open Cut, All Depths
�e �/�,✓o,�,o
s���,�/7� Fi ✓E' �ouars &
/✓d Cenu per LF
7. 18 EA Construct Standard 4' Diameter Sanitary
Sewer Manhole
p.✓E ?//ous.9.�,r� •
�//n/t' �dn/dR?c� Dollars &
it/ts Cents per EA
* Contractor must complete City Approved Product Form on Page B2-9.
P:1202197147I061ADMISPEG1Subbasin 1197/06-PR2.doc BZ-2
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$ (o �
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$ �s'� _`
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$ Z 7S�
no
$ J9ao`
Total
Price
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$ 6 �,Ss�
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$ lo, � DIJ �
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$ 2/�a—
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$ .Z/ ..��d --
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Main 390 (Group 6, Contract 1), Part 17, Unit 2
Pay Spec Approximate Description of Bid Item Prices �nit
Item Item Quantity Nritten in �Vords Price
8. 17 EA Watertight Manhole Insert � $ 54� �
���e �/ �i r/�-- .
�
10
11.
12
1
18
18
1
�u� &
�a Cents per EA
EA Lockable Stainless Steel Manhole Insert
"T 1�/ o �/u.✓.O.eE�
Tv!/E�✓7y' �i�e Dottazs &
/✓a Cents per EA
EA Concrete Collar per Figure 121
Tc.uo .�/o.�/o.eE-�
f='/�!" Dollars &
%'i�� Cents per EA
EA Vacuum Test Manhole
Q�/� �iJ.�/0,1rc�
si.rry F�v�' nouars &
�a Cenu per EA
EA Construct Hydraulic Slide
�wa ��,�o.��
�5'�-vr-�/�' .�"i ✓E Douars &
4�/l� Cents per EA
P:120?I9�19"l061.4DA-IISPECISubbasin 119'106-PR1.doc BZ-3
Total
Price
$ 7GS o0
$ Z zS`� $ z z� �a`
$ �So ��
� 51 soa U=
� /�V _' � "�' � �O L%
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$ Z 7� � $ � 7��
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Main 390 (Group 6, Contract 1), Part 17, Unit 2
Pay Spec Approximate Description of Bid Item Prices Unit
Item Item Quantity Written in Words Price
13. 28 VF Extra Depth for Standard 4' Diameter $ rZ 7 �o
Sanitary Sewer Manhole Exceeding 6'
o�v�.�/�,.�v�--z�
'TwE�'73/ S �c-'a� Dollars &
/
/✓� Centsper VF
14. 24.5 VF Manhole Interior Protective Coating $� 75��
—��o .<!�.✓v.�—z�
5�7/��/� /Gi�f/� Dollars & � •
�� Cents per VF
15. 2 EA Cut and Plug Existing Sanitary Sewer Line $� 7S �
�j J �,/ /�u�✓o.ec'�
�E`�'v� �� �� Dollars &
`✓d Cents per EA
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16. 67 EA 4-inch Sanitary Sewer Service Tap for $$��d
PVC
�Ov� /�u.+/,0,2c.Y
�o� � Dollars &
�
�O I Cents er EA
17.
P
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23 EA 4-inch Sanitar}f Sewer Service Tap for Pipe $ STS '
Enlargement 1V,Iethod
,t', va-r //�.,r,��zc�
Tw�7i �t ✓� Dollars &
�� Cents per EA
i
P:110 2 19 719 71 0 61ADMISPECISubbasin 1197106-PR3.doc BZ-4
Total
Price
$ 3� S�6 "�
S�
$ �, 7� 7 �
$ �3J..��.�
$ Z� �g���
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$ !Z, 07cr`
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Main 390 (Gir"bnp 6, Contract 1), Part 17, Unit 2 �,
Pay Spec Approximate Description of Bi-d It�rices Unit
Item Item QuanNty _`_ Written in Words Price _
18. 1839 LF* 4-inch P�7C Sanitary Sewer Services
(Public Services) �
' • �7t� �`r> '�,e�€—'
/
' Dollars &
• ��f �i Cents per LF
19. 2937 LF* 4-inch PVC Sanitary Sewer Services
' • (Private Services)
�'/li�ery �„tr �
20.
. 21.
,
Doltars &
��'��% �/Y�' Cents per LF
3757 LF Pre-construction Television Inspection
�-7-t� o
$ z��
�'otai
Price
�
$ f3 z� �, --
�S
$ � 1 _"" ; $ � �.� a y ��3-
<--o
$ �—
Douars &
���r/ Cents per LF
3827 LF Post-construction Television Inspection $/�s
c��✓�'
. nou� &
Tw�"�� `� �6" Cents per LF
* Contractor must complete City Approved Product Form on Page B2-9.
P:110119'1971061ADMlSPECISubbasin 119� 106-PR1.doc $2-5
Revised 7/22/99
$ 93 9z.�`
$ �l, 783��
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Main 390 (Group 6, Contract 1), Part 27, Unit 2. ,
�ay Spec Approximate Desc �r p6on o�Bid tem Pnces -�t n�t ��I'otal
Item Item QuanHty __ __ __ Written in Words Price __ _` Price
22. 3661 LF Trench Safety, Over 5' �. $ •7Jr $ z-7 i�S��
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23.
24.
25.
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1884
i ias
525
10
���� &
s��'v %� �.r3�E' Cents per LF
LF Permanent Asphalt Repair per Figure 4
� 'f�,�� �a��
n�»� &
� ' ��� Cents per LF
LF Permanent Asphalt Repair per Figure 4( for $.� ��'—
Service Reconnection)
�'r�..2;y �`,�- �
Donars &
�d Cents per LF
LF Permanent Concrete Repair per Figure 1
(for Service Reconnection)
j—i`7� 7'�/26-�"
$ 5�.3 S
Doitars &
��~�" "/ '�� vc Cents per LF
EA Remove Existing Sanitary Sewer Manholes $ 9'7S �
N�.�� ,��.✓a�-�
s�='v�-�� ,z� v� nou� &
�� Cents per EA
$`�_ �� � u _ $ � � z�� ��-�
—�---- -
P:IZ0219i 1971061ADMISPEC13ubbasin /197106-PR2.doc $2-6
Revised 7/22/99
$ 3l7��' �
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$ zs,�i8
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Main 390 (Group 6, Contract 1), Part 17, Unit 2 ,
Pay Spec Approximate Description o1 �id Item Prices Unit Total �
Item Item Quantity Written in Words __ _ Price Price
27. � 1 EA Abandon Existing Sanitary Sewer Manhole $ G So p— $�$o �v
. S�>� .�/�,✓o,�r�
G'i �.�T�' . nou� � . .
• �d Cents per EA .
28. 194 LF Replace Concrete Curb and Gutter _$ % 5�` � $ 2, 8� t 3�
� '� � •.
% ou,c,,�L�'it/ ... .. ' - - --
• ' . Dollars & . .
• �� �7�Y '�` _ Cents per LF
29. 2662 LF Sodding $%�'� $ 18,�3 �t ��
_ , -
S�� �
.4��
30. 112 SY Concrete Sidewalk
�-�-w �7y o.�cs
!
nou� &
Cenis per LF
$ �zi
o�
$_�;��:�
��
31. 923 SY 6-inch Topsoil
-Two
/�/i�
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P:120119i 19'l061ADMISPECISubbasin JI9'l06-PR2.doc BZ-%
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Dollars &
Cents per SY
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Doilars 8c
Cents per SY
00
$ /85��
%
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Main 390 (Group 6, Contract 1}, Part 17, Unit 2 ,
. , _ ._
' Pay Spec Approximate Descr�ption of Bi�Item Pnces i�nit
Item Item Quantity • �Vritten in �Vords _ _ _ __ Price _
�32. 190 LF Sag Adjustment for Pipe Enlargement $ S'�` ��
�/ G7"� �I Y�
� Dollars &
�� Cents per LF
33. 100 CY Rock Rip-Rap
Fo,�T�
34.
00
$ �o _
� . nou� &
/�� Cents per CY -
230 SY Heavy Non-Woven Filter Fabric (Amoco $�'�
4551/ or equal)
��X
Total
Price
$ l � y,�'-ooa
$�� ° .
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$ /, �l9s__"
Douars &
/���� Cents per SY
UNIT 2 TOTAL BID $�Sg 9, 0 8�" ��
Transfer Tota1 to Page B-Summary ,
P:120119719%106UlDMLSPECLSub6asin 1195106-PR1.doc
Revised 7/22/99
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CITY APPROVED PRODUCT AND A.PPROVED METHOD FOR �, **
�CONTRAC'd'OR SHALL SELECT TYPE OF PIPE TO BE USED AND PROVIDE GENERIC/TRADE NAME:
STANDARD SPEC NO. SIZE
,�.�E1-31 4" thru 30" �
E1-25 4" thru 15"
E 1-27 4" tlu u 15"
E1-28 18" thru 27„
E100-2 18" thru 48"
Consult the "City of Fort Worth, Texas Standard Product List" to obtain the Generic/Trade Name and the
Manufacturer for the pipes listed above.
��CONTRACTOR SHAi,L SELECT PIPE ENLARGEMENT METHOD TO BE USED AND PROVIDE NAME OF
SUBCONTRACTOR FOR INSTALLATION:
� PIM Method
Name of Subcontractor if Applicable
T.RS. System
Name of Subcontractor if Applicable
McConnell Method
Name of Subcontractor if Applicable
Expanded System
Name of Subcontractor if Applicable
Note: Only tee service connection will be allowed
Failure to provide the information required above may result in rejection on bid as non-responsive.
Only products or methods listed above will be allowed for use in this project. Any substitution may result
in rejection on bid as non-responsive.
P:11 0219 719 7 /0 61ADMISPECISubbasin A97106-PR1.doc BZ-i
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� PART B - PROPOSAL (Continued)
Within ten (10) days after notification by the City, the undersigned will execute the formal contract and
� will deliver an approved Survey Bond and such other bonds as required by the Contract Documents, for the
faithful performance of the Contract. The attached bid security in the amount of 5% is to become the
property of the City of Fort Worth, Texas, in the event the contract and bond or bonds are not executed and
Q delivered within the time above set forth, as liquidated damages for the delay and additional work caused
thereby.
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The undersigned bidder certified that he has been fiunished at least one set of the General Contract
Documents and General Specifications for Water Department Project dated January 1, 1978, and that he
has read and thoroughly understands all the requirements and conditions of those General Documents and
the specific Contract Documents and appurtenant plans. �
The undersigned assures that its employees and applicants for employment and those of any labor
organization, subcontractors, or employment agency in either furnishing or referring employee applicants
to the undersigned are not discriminated against as prohibited by terms of City Ordinance No. 7278 as
amended by City Ordinance No. 7400. � .
The Bidder agrees to begin construction within 10 calendar days after issue of the work order, and to
a complete construction within 6� calendar days 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
[] Nonresident bidders in the State of , our principal place of business, are required
to be percent lower than resident bidders by state law. A copy of the statute is attached.
[] Nonresident bidders in the State of
required to underbid resident bidders.
, our principal place of business, are not
,'`�jf B. The principal place of business of our company or our parent company or majority owner is in the
a��' State of Texas.
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Receipt is acknowledged of the following addenda:
Addendum No. 1
Addendum No. 2
Addendum No. 3
(Seal) If Bidder Corporation
; �• ••�y,
- �. � �
Address: HALL AI��ER:��cn�u
201 N. �. 2gth ST�REET � ��
� FORT W�p�TH, -� 761 �
P:11011971971061ADMISPEG1Snbbasrn A97106-PR1.doc BZ-1 1
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Cit�y of Fort Worth
Minority and Women Business Enterprise Specifications
SPECIAL INSTRUCTIONS FOR BIDDERS
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APPLICATION OF POUCY
If the total dollar value of the contract is $25,000 or more, the M'N116E goal -is applicable. ff the total dollar
value of the contract is les�;than $25,400, the M/WBE goal is not applicable.
POLICY STATEMENT
It is the policy of the City of Fort Worth to ensure the full and equitable participation by MinoritylWomen Business
Enterprises (M/WBE) in the procurement of all goods and services to the City on a contractual basis. The objective
of the Policy is to increase the use of M/WBE firms to a level comparable to the availability of M/WBEs that provide
goods and services directly or indirectly to the City.
MNVBE PROJECT GOALS
The City's MBElWBE gaal on this project is �% °10 of the base bid value of the contract.
COMPLIANCE TO BID SPECIFICATIONS.
On City contracts of $25,000 or more, bidders are required to comply with the intent of the City's M/WBE Ordinance
by either of the following: . �
1. Meet or exceed the above stated M/WBE goal, or;
2. Good Faith Effort documentation, or;
3. Waiver documentation.
SUBMIT7AL OF REQUIRED DOCUMENTATION
The applicable documents must be received by the Managing Department, within the foilowing times allocated, in
order for the entire bid to be considered responsive to the specifications.
1. M/WBE Utilization Form:
2. Prime Contractor Waiver Form
3. Good Faith Effort Form:
received by 5:00 p.m., five (5) City business days after the
bid opening date, exclusive of the bid opening date.
received by 5:00 p.m., five (5) City business days after the
bid opening date, exclusive of the bid opening date.
received by 5:00 p.m., five (5) City business days after the
bid opening date, exclusive of the bid opening date.
FAILURE TO COMPLY WI7H THE CITY'S MNVBE ORDINANCE, WILL RESULT lN THE BID BEING
CONSIDERED NON-RESPONSIVE TO SPECIFICATIONS.
Any questions, please contact the M/WBE Office at (817) 871-6104.
Rev. 6/2/98
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ATTACHM�NT 1A
, • Page 1 of 2
City of��drt Worth >,�
Minority and Women Business Enterprise Specifi�j-�s �
MBE/WBE UTIL(ZATION. �NC'1�!lEE�IN6/C��f
0 fl��` �gu3�� �,�.�T,ZVG��,� ���� 12 P�l `t 19
PRIME COMPANY NAME BID DATE
��,�✓ 3�0 �� �o �, co,,,�.-� ��.�,�-�- i 7 v,�,Ty
aPROJECT NAME ` � PROJECT NUMBER
I CITY'S M/1'VBE PROJECT COAL: �?�v � � M/WBE PERCENTACE ACHIEVED: �
L,! Failure to complete this form, in its entirety with supporting documentation, and received by the Managing Department
on or before 5:00 p.m. five (5) City business days after bid opening, exclusive of bid opening date, will result in the bid
� being considered non-responsive to bid specifications. ,
The undersigned bidder agrees to enter into a formal agreement with the MBE andlor WBE firms for work listed in this
schedule, conditioned upon execution of a contract with the City of Fort Worth. The intentional and/or.knowing
Cmisrepresentation of facts is grounds for consideration of disqualification and will result in the bid being considered
non-responsive to specifications.
pCompany Name, Contact Name, Certified
Address, and Telephone No.
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a��� lJ��'�iK ....,_._.._.._..._.._..,_._._..,.__
..._.7 . ._ _ __ ._ .. _ .....o..._.. �
r, f ....��G'ni ��'�'X'_,_�Gl// _�
83 S/- 7��3/
�vc,r�s �r�e.�1 <l�wc�s
��,__.�i�N T�Gtc7�
//.�'°o ^p? o.src'Z. ✓�tll=—ti/._..._ �
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,�f�o- Z777
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� 9a/ � .�lo.c..��.,.v.� L�
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� �i:,....�.G✓o.�n1,..T�lo �G//G �.
- �6a-.��x�y---._ .
Specify AI1 Contracting
Scope of Work (")
N�J�c. diL af
,O�r�� S'Pa,�s
r�
/� g�I./�T '.'-'c�lG.
L�,�cr�-4rt. �-«—
ty/,4.a ato � c�
Specify All Items to be
Supplied(")
S/s.✓v� 4'�•�./F�
� Dollar Amount
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I M/WBEs must be located in the 9(nine) county marketplace or currently doing business in the marketplace at the time of bid.
I() Specify all areas in which MWBE's are to be utilized and/or items to be supplied:
(•) A complete listing of items to be supplied is required in order to receive credit toward the M/WBE qoal.
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�(") tdentify each 7ier Ievel. Tier: Means the level of subcontracting below the p�ime contractorlconsultant, i.e., a direct payment
I f�om the prime contractor to a subcontractor is considered 1" tier, a payment by a subcontractor to
, its supplier is considered 2nd tier.
� TH1S FORM MUST BE RECEIVED BY THE MANAGING DEPARTMENT 8Y 5:00 p.m., F1VE (5) C1TY BUSINESS DAYS AFTER BID
OPENING, EXCLUSIVE OF THE BID OPENING DATE
Rev. 6/2/98
� Pages 1 and 2 of Attachment 1A must be received by the Managing Department
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� City of Fort Worth
Minority and Women Business Enterprise Specifications
� MBE/WBE UTILIZATION
Company Name, Contact Name, Certified Specify All Contracting Specify All Items to be
Address, and Telephone No. Q � Scope of Work (") Suppfied(") ,z.;
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�� .�'�y /Z�� 4�i �X
IS�/�ei �. �''�
� o � a�r ..�6/ �
�,�rJ_sr-iczr� TJ° 76 a �3
� 6'/7 � 5�'73 - S 3,5�
� -So [�s �. .Sa/is
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/�rl //� _ 7'y �- Z /� `�
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a8i�- z�k� zy9� ... �. __
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ATTACHMENT 1A
. - Page 2 of 2
.��,.ti�.� .
Dol(ar Amount
�'y,✓[,r `"�'�
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�p,5'7� -]�'ZEY/Sl.✓f
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The bidder further a rees to rovide direc I
9 p , t y to the City upon request, complete and accurate information regarding
actual work performed by all subcontractors, including MBE(s) and/or WBE(s) arrangements submitted with this bid.
� The bidder also agrees to allow an audit and/or examination of any books, records and files held by their company that
will substantiate the actual work performed by the MBE(s) and/or WBE(s) on this contract, by an authorized officer or
employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the
�contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal,
State or Local laws concerning false statements. Any failure to comply with this ordinance and creates a material
breach of contract may result in a determination of an irresponsible offeror and barred from participating in City work
� for a period of time not less than one (1) year.
ALL MBEs and WBEs MUST BE CERTIFIED BY THE CITY BEFORE CONTRACT AWARD
_�� � /�/ ,.,/. ['.e� (�/.9,Cc�s �}/f�a/
QAuthorized Signature � Printed Signature --
�,tZi�T �i'J�v�-F'�
Title Contact Name and Title (if different)
� ��/fGG� /�C�F'IG1'� GowsT.�c�c� �o�r/
Company Name
�a� .�/. E. Z9 � � .
� Address
�% t.�Y�,�cT,d �—fo
�City/State/Zip Code
�
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8/7 — GZ 5�' S'3 i/
Telephone Number (s)
S/7' G zS— Z9fo/
Fax Number
�'/��ry
Date
THIS FORM MUST BE RECEIVED BY THE MANAGING DEPARTMENT BY 5:00 p.m., FIVE (5) CITY BUSINESS DAYS AFTER BID
OPENING, EXCLUSIVE OF THE BID OPENING DATE
� Rev. 6/Z/98
Pages 1 and 2 of Attachment 1A must be received by the Managing Department
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'�=�w City of Fort Worth
Minority and Women Business Enterprise
Prime Contractor Waiver
Prime Company Name
Bid Opening Date
Project Name
Project Number
ATTACHMENT 1 B
Page 1 of 1
Specifications��
If both answers to this form are YES, do not complete ATTACHMENT 1C(Good Faith Effort Form).
� All questions on this form must be completed and a detailed explanation provided, if applicable. !f
the answer to either question is NO, then you must complete ATTACHMENT 1C. This form is only
applicable if both answers are yes.
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Failure to' complete ttiis fQrm�;in i"ts�`enti"rety�and be recei�ed'!iy'°°the'�Mana�qinqs:D���r�rr��nt�on�or
before 5:00 p.m., five (51 Cit°v`• business days after bid openina xclusive of°tFie=bid ,o:periing=date,
will result in the bid being c'onsid`ered'non-responsive to bid;specifications. ., .`' fi%';
, k,.r—.+.e . .
Will you perform this entire contract without subcontractors? Yes No
If yes, please provide a detailed explanation that proves based on the size and scope of
this project, this is your normal business practice and provide an operational profile of
your business.
a Will you perform this entire contract without suppliers? Yes No .
If yes, please provide a detailed explanation that proves based on the size and scope of
this project, this is your normal business practice and provide an inventory arofile of
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your business.
The bidder further agrees to provide, directly to the City upon request, complete and accurate
information regarding actual work performed by all subcontractors, including MBE(s) and/or
WBE(s) on this contract, the payment therefore and any proposed changes to the original MBE(s)
and/or WBE (s) arrangements submitted with this bid. The bidder also agrees to allow an audit
and/or examination of any books, records and files held by their company that will substantiate
the actual work performed by the MBE(s) and/or WBE(s) on this contract, by an authorized officer
or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds
for terminating the contract or debarment from City work for a period of not less than three (3)
years and for initiating action under Federal, State or Local laws concerning false statemerits. Any
failure to comply with this ordinance and creates a material breach of contract may result in a
determination of an irresponsible offeror and barred from participating in City work for a period of
ti.me not less than one (1) year.
Authorized Signature
Title
Company Name
Address
Autfiorized Signature
Printed Signature
Contact Name (if different)
Contact Telephone Number (s)
Fax Number
Company Name
� Rev. 6/2/98
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PART B- PROPOSAL - Unit 4
TO: BOB TERRELL
CITY MANAGER
FORT WORTH, TEXAS
FROM: (Bidder's Name)
(Address)
For: Main M-390 Drainage Area Sanitary Sewer System
Rehabilitation and Improvements (Group 6, Contract 1), Part 17
Sewer Project No. PS46-070460410280, DOE No. 2596
Pursuant to the foregoing "Notice to Bidders," the undersigned has thoroughly examined the
plans, specifications, and the site, understands the amount of work to be done and hereby
proposes to do all the work and furnish all labor, equipment, and materials necessary to fully
complete the work as provided in the Plans and Specifications, and subject to the inspection and
approval of the Director, Department of Engineering of the City of Fort Worth.
Upon acceptance of this proposal, the bidder is bound to execute a contract and furnish
Performance and Payment Bond approved by the City of Fort Worth for performing and
completing the said work within the time stated and for the followin� sums to-wit:
Main 390 (Group 6, Contract 1), Part 17, Unit 4
Pay Spec Approximatc Description of Bid �tem Prices
Item Item _ ^ Quantity __ �Vritten in 1Vords
1. 1804 LF** 6-inch to 8-inch Sewer Rehabilitation by
Pipe Enlargement Method
-T'!'•,�7-y ic/i�/c
Dollars &
/✓� Cents per LF
2. 30 LF* 6-inch PVC Sewer by Open Cut; All
Depths
--���� Ty S�v��
�ouan &
�d Cen�s per LF
Unit
Pricc
$ 3 9 °o
v�
$ 3 7 Y`
*, ** Contractor must complete City Approved Product and Method Form on Page B=�-9
P: L'0:59T�91 f 06`AP.tfSF£CSubb�in (�9710bPRj du B'}" �
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Main 390 (Group 6, Contract 1), Part 17, Unit 4 .
Pay �pec Approsimate Description of Bid Item Prices Unit
Item Item Quantity Written in �Vords Price
3• 998 LF* 8-inch PVC Sewer by Open Cut; All $ 3 0-
Depths �
�'s,��e� y
4. 379
Dollars &
� � Cents per LF
LF 8-inch D.I.P. Sewer by Open Cut; All
Depths
,� o�.Ty
Douacs &
/✓o Cenu per LF
5. 13 EA Construct Standard 4' Diameter Sanitary
Sewer Manhole; 0-6'
p.,.✓� T�1ous�,�o
I✓//✓E'�/IU.�D,Lc`7� Dollars&
/�� Cents per EA
6• 1 EA Construct Standard 4' Diameter Drop
Sanitary Sewer Manhole; 0-6'
%, ''� T/�ou3g.�Jp
�//✓C H Ji/D/j GS'f% DO��afS RC
�✓D Ccnts per EA
* Contractor must complete City Approved Product Form on Page B4-9.
P:120?'9T.9TI06',4D.�fSPECSubballn f97106-PRf.dx B=�-?
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$ �� p.�
$ /�Ov �
$ �7'�� �
Total
Price
$Z��y�U�
$ /S/G o �r
$ � S! 7oa �
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$ Z�r� c'o
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Main 390 (Group 6, Contract 1), Part 17, Unit 4 .
� Pay Spec Approximate Description of Bid Item Prices Unit Totai
Item Item Quantity �Vritten in Words _ Price Price
� 7. 12 EA Remove Existing Sanitary Sewer Manhole $ -�I'p6 � $/O, g3oo�—
aV / r/'G� ��•✓O/Z �
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Dollars &
� /�/a Cenu per EA
oa .
� 8. 1 EA Abandon Existing Sanitary Sewer Manhole $� o a` $�oo �=
SC rE� ,��,Jr,.�e�
� Dollars & �
� /`� � Cents per EA
9. 14 EA Watertight Manhole Insert $ `� �� $��� �� �
�
�� � �i ��
,
�.J . �u� &
� �o Cents per EA
o� o�
10. 1 EA Cut and Plug Existing Sanitary Sewer Line $�Ov ' $�7�
� � j C�c-� L�,�o���
� Doltars & i
�b Cents per EA
� r v�
11. 14 EA Concrete Collar per Figure 121 $ Z6S $ j 7/0
� �L�D .��Nra'2�� �f
�'j� j r �/Y� Dollars & '
� /r � Cents per EA '
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�ay Spec Approximate Description of Bid Item Prices Unit �' Total
Item Item Quantity Written in Words Price ^^ _ Price
00 �
12. 14 EA Vacuum Test Manhole � $ 1%S' $ Z_��
13
14.
15
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s'�—,v� .�/ V� Dollars &
.
�.�a Cents per EA
6 VF Extra Depth for Standard 4' Sanitary Sewer $��5�
Manhole Exceeding 6'
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J� Cents per VF
1.5 VF Extra Depth for Standard 4' Drop San.itary $ 2��`�
Sewer Manhole Exceeding 6'
��o d-Co,�c.b,���
,��-� ��fE pott� &
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pv ✓ Cents per VF
. �
38 EA 4-inch Sanitary Sewer Service Tap for open $���
cut PVC
�O v/L `IU�IO2 c�
�! 1� � Dollars &
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U�
$ 8l0 ,
$�3�7�
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$ /? /oo
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�'ay Spec Approximate Description of�iid lte�nces �i nit � Total
Item Item Quaatity __ Written in Words _, Price � Price
16. . 45 EA 4•inch Sanitary Sewer Service Tap for Pipe $ SS� � $ Z. 5� i� G'
� � .
Enlargement Method
,� � v�.�u.�'�r��`�
• . ��'� � Dollars &
/�%D Cents per EA
17. 1033 LF* 4-inch PVC Sanitary Sewer Services $�/ �� .$ 3z oz.3 �
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7'�1i�:� �•vE" ' .
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20.
241
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2161
���� &
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LF 4-inch D.I.P. Sanitary Sewer Services
���'
Douars &
/%l� Cents per LF
TON Cast Iron Fittings
„�o�,� 77/o�.s.9i�/� o.v'c
,/� �/�✓�� Dollars &
�v Cenu per TON
LF Pre-construction Television Inspection
�,e�"
60
$ z`a �'"
.��
$ �/ao
pw
$ �
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$ iG 5�� —
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$ 2g7v�
, Dovazs &
�� Cents per LF
* Contractor must complete City Approved Product Form on Page B4-9.
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$ G Y83p
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Main 390 (Group 6, Contract 1), Part 17, Unit 4 •,
Pay Spec Approximate —�lescriphon ofl3 d lt m��ices Un � ota�
Item Item QuanNty Written in Words Price Price
21. 3166 LF Post-constxuction Television Inspection $/�' $�S'„�yo `'�
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, ' S�c��/�
22. 1000 LF Trench Safety
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24.
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374
213
$ Q1
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Dollars & , .
ns/ � Cents per LF
LF Permanent Asphalt Pavement Repair per $�v �
Figure 4 .
���
Donars 8c
'�� Cents per LF
LF Permanent Asphalt Pavement Repair per $ 3 0�
Figure 4 {for Service Replacement)
�li,��
D0j�8I5 RG
�O Cents per LF
LF Replace Concrete Curb and Gutter
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Doltars &
Cents per LF
�n� &
Cenu per LF
po
$ Z8 �
Q+ O
•V Z/ OQ'�p,�
$ 3 �3z��
$ �/,Zu��=
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Pay Spec Approximate �escrip6on of B d ltem rices ni�
Item Item QuanHty _ _ _ _ �Vritten in �Vords Price _
26. 25 SY Replace Concrete Sidewalk (for Service $ �a
Replacement) �
��� •
27
' , Dollars &
� �t/� Cents per SY
. GO
I9 SY Concrete Driveway Repair (for Service $ �'d �
� Replacement)
' . �� � .
. �u� &
• � v Cents per SY
28. 669 LF Sodding '
• -E/�.�/7'.
�
Dollars &
�a Cents per LF
60 LF 6-inch Waterline Adjustment
�i�'7�' �7 �r,�` ,
�0
30. 3 EA Preconstruction Dehole
c� �E' 7��s�,✓r�
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Dollars &
Cents per LF
bollars &
Cenu per EA
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_ _ _ Price
$ r, aa� g`_'.
P�
$ ,do
$ .�3s'� �
f�
$ �S`8 $ �3 `f8vo
$ /t i�� f $ �Zv� dr
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�ay Spec Approximate Desc ph'an�at Bid It�ces Unit
Item Item _ _Quantity_ _� _ � Writtenin�Vords Price
3.1. 275 SY 6-inch Topsoil $ Z a'
' <�-,-�..� d
32.
� nouazs &
�/a Cents per LF
250 LF Sag Adjustment for Pipe Enlargement
��� ���
$ �� �
� Total
, Price
$ �.�'� o�
$ � �i �-S� �
.
nou� & � .
.C<!D Cents per LF � ' .
33. 20 LF Concrete Encasement $/S�3 J' $;�,c�� a
34.
p,t/E' .�/�.,,,,�iZ�
�iGTJ "��,e�� I Dollazs &
/
/��'' Cents per LF
354 LF Permanent Pavement Repair per Figure 2 $ SS �'
,�� �ry �/4<r'?� .
o�
$ �c�.�3z �
Dollars &
• /� � . Cents per LF
ITNIT 4 TOTAL BID �.� � 9 yz s�°
Transfer Total to Page B-Summary
IIFTiVORTf11PROJEC7S120119719i1061ADMLSPECISubbashr/19i/06-PR,l.doc �i4-8
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CITY APPROVED PRODUCT AND APPROVED METHOD FOR *, '�� .
*CONTR�+.CTOR SHALL SELECT TYPE OF PIPE TO BE USED AND PROYIDE GENERTGTRADE NAME:
STANDARD SPEC NO. SIZE
�E1-31 4" thru 30" �
E 1-25 4" thru 15"
E 1-27 4" thru 15"
E1-28 18" thru 27"
E 100-2 18" thru 48"
Consult the "City of Fort Worth, Texas Standard Product LisY' to obtain the Generic/Trade Name and the
Manufacturer for the pipes listed above.
�*CONTRACTOR SHALL SELECT PTPE ENLARGENtENT METHOD TO BE USED AND PROVIDE NA1�fE OF
SUBCONTRACTOR FOR INSTALLATION:
� PIM Method
Name of Subcontractor if Applicable
T.RS. System
McConnell Method
Expanded System
Name of Subcontractor if Applicable
Name of Subcontractor if Applicable
Name of Subcontractor if Applicable
Note: Only tee service connection will be allowed
Failure to provide the information required above may result in rejection of bid as non-responsive.
Only products or methods listed above �,vill be allo�ved for use in this project. Any substitution may result
in re}ection of bid as non-responsive.
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P.ART B - PROPOSAL (Continued)
Within ten (10) days after notification by the City, the undersi�ed will execute the formal contract and
will deliver an approved Survey Bond and such other bonds as required by the Contract Documents, for the
faithful performance of the Contract. The attached bid security in the amount of 5% is to become the
property of the City of Fort Worth, Texas, in the event the contxact and bond or bonds are not executed and
delivered within the time above set forth, as liquidated damages for the delay and additional work caused
thereby.
The undersigned bidder certified that he has been fuinished at least one set of the General Contract
Documents and General Specifications for Water Department Project dated January 1, 1978, and that he
has read and thoroughly understands all the requirements and conditions of those General Documents and
the specific Contract Documents and appurtenant plans.
The undersigned assures that its employees and applicants for employment and those of any labor
organization, subcontractors, or employment agency in either furnishing or refezring employee applicants
to the undersigned are not discriminated against as prohibited by terms of City Ordinance No. 7278 as
amended by City Ordinance No. 7400.
The Bidder agrees to begin construction within 10 calendar days after issue of the work order, and to
complete construction within f�0 calendar days as set forth in the written work order to be furnished by the
Owner.
(Complete A or B below, as applicable):
[] A. The principal place of business of our�company is in the State of
[] Nonresident bidders in the State of , our principal place of business, are required
to be percent lower than resident bidders by state law. A copy of the statute is attached.
[] Nonresident bidders in the State of
required to underbid resident bidders.
, our principal place of business, are not
'�] B. The principal place of business of our company or our parent company or majority owner is in the
/" State of Texas.
P: ��0:197197106LlDAPSPEC1Subbarin l97106-PR! dx II4-10
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Receipt is acknowledged of the following addenda:
Addendum No. 1 �`
Addendum No. 2
Addendum No. 3
(Seal) If Bidder Corporation
Res�
By:
Title
Address:
Ti�p� �
201 N. E. 29th STREET
FORT WiORTH, 'TX 7g1Q8-
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TOTAL BID UNIT 1
TOTAL BID UNIT 2
TOTAL BID UNIT 3
TOTAL BID UNIT 4
TOTAL BID ITNIT 5
SUMMARY OF BIDS
$
!✓�/3
$ S89_oBS�'
$ /y'/!�
no
$ � 6 9, 5�zg .�
$ .✓,�.j '
oa
TOTAL BID $ � S�iS/3 �-
\�FTWORTH�PROJECT51202�97�97106WDM�SPEC1Subbasin I�97106-SB.doc B-Summary
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Part C - General Conditions
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PART C - GENERAL CONDITIONS
TABLE OF CONTENTS
NOVEMBER, 1, 1987
TABLE OF CONTENTS
C1-1
C1-1.1
C1-1.2
C1-1.3
C1-1.4
C1-1.5
C1-1.6
C1-1.7
C1-1.8
C1-1.9
C1-1.10
C1-1.11
C1-1.12
C1-1.13
C1-1.14
C1-1.15
C1-1.16
C1-1.17
C1-1.18
C1-1.19
C1-1.20
C1-1.21
C1-1.22
C1-1.23
C1-1.24
C1-1.25
C1-1.26
C1-1.27
C1-1.28
C1-1.29
C1-1.30
C1-1.31
C1-1.32
DEFINITIONS
Definition of Terms
Contract Documents
Notice to Bidders
Proposal
Bidder
General Conditions
Special Conditions
Specif icatio�ns
Bond
Contract
Plans
City
City Council
Mayor
City Manager
City Attorney
Director of Public Works
Director, City Water Department
Engineer
Contractor
Sureties
The Work or Project
Working Day
Calendar Day
Legal Holiday
Abbreviations
Change Order
Paved Streets and Alleys
Unpaved Streets and Alleys
City Streets
Roadway
Gravel Street
C1-1
C1-1
C1-1
C1-1
C1-1
C1-1
C1-1
Cl-1
Cl-1
C1-1
C1-1
C1-1
Cl-1
C1-1
C1-1
Cl-1
C1-1
C1-1
Cl-1
C1-1
C1-1
C1-1
C1-1
C1-1
C1-1
C1-1
C1-1
Cl-1
Cl-1
C1-1
C1-1
C1-1
(1)
(1)
(2)
(2)
(2)
(2)
t2)
�2}
(2>
(3)
(3)
(3)
(3)
(3)
(3)
(3)
(4>
(4)
(4)
(4>
(4)
(4)
(4>
(4)
(4)
(5)
(6)
(6)
(6)
(6)
(6)
(6)
C2-2 INTERPRETATION AND PREPARATION
OF PROPOSAL
C2-2.1 Proposal Form
C2-2.2 Interpretation of Quantities
C2-2.3 Examination o£ Contract Documents
and Site
C2-2.4 Submitting of Proposal
C2-2.5 Rejection of Proposals
C2-2.6 3id Security
(1)
C2-2 (1)
C2-2 (1)
C2-2 (2)
C2-2 (3)
C2-2 (3)
C2-2 (3)
. �
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C2-2.7 Delivery of Proposal
C2-2,8 Withdrawing Proposals
C2-2.9 Telegraphic Modification of Proposals
C2-2.10 Public Opening of Proposal
C2-2.11 Irregular Proposals
C2-2.12 Disqualification of Bidders
C3-3
C3-3.1
C3-3.2
C3-3.3
C3-3.4
C3-3.5
C3-3.6
C3-3.7
C3-3.8
C3-3.9
C3-3.10
C3-3.11
C3-3.12
C3-3.13
C3-3.14
C3-3.15
AWARD AND EXECUTION OF DOCUMENTS
Consideration of Proposals
Minority Business Enterpise
Women-Owned Business Enterprise
compliance
Equal Employment Provisions
Withdrawal of Proposals
Award of Contract
Return of Proposal Securities
Bonds
Execution of Contract
Failure to Execute Contract
Beginning Work
Insurance
Contractor's Obligations
Weekly Payroll
Contractor's Contract Administration
Venue
C4-4 SCOPE OF WORK
C4-4.1 Intent of Contract Documents
C4-4.2 Special Provisions
C4-4.3 Increased or Decreased Quantities
C4-4.4 Alteration of Contract Documents
C4-4.5 Extra Work
C4-4.6 Schedule of Operations
C4-4.7 Progress Schedules for Water and
5ewer Plant Facilities
C5-5 CONTRnL OF WORK AND MATERIALS
C5-5.1 Authority of Engineer
C5-5.2 Conformity with Plans
C5-5.3 Coordination of Contract Documents
C5-5.4 Cooperation of Contractor
C5-5.5 Emergency and/or Rectification Work
C5-5.6 Field Office
C5-5.7 Construction Stakes
C5-5�8 Authority and Duties of Inspectors
CS-5.9 Inspection
C5-5.10 Removal of Defective and Unauthorized
C5-5.11 Substitute Materials or Equipment
C5-5.12 Samples and Tests of Materials
CS-5.13 Storage of Materials
CS-5.14 Existing Structures and Utilities
C5-5.15 �nterruption of Service
C5-5.16 Mutual Responsibility of Contractors
C5-5.17 Cleanup
C5-5.18 Final Inspection
C2-2 (4) �
C2-2 (4) '
�2-2 (4)
C2-2 (4)
C2-2 (4) �
C2-2 (5)
C3-3 (1)
C3-3
C3-3
C3-3
C3-3
C3-3
C3-3
C3-3
C3-3
C3-3
C3-3
C3-3
C3-3
C3-3
C3-3
(1)
(1)
(2)
(2)
(2)
(2)
(4)
(4)
(4)
(4>
(7)
(7)
(7)
(8)
C4-4 (1)
C4-4 (1)
C4-4 (1)
C4-4 (2)
C4-4 (2)
C4-4 (3)
C4-4 (4)
C5-5
C5-5
C5-5
C5-5
C5-5
C5-5
C5-5
C5-5
C5-5
Worl� C5-5
C5-5
CS-5
C5-5
C5-5
C5-5
C5-5
CS-5
C5-5
(1)
(1)
(2)
(2)
(3)
(3)
(3)
(4)
(5)
(5)
(5)
(6)
(6)
(7)
(7)
(8)
(8)
(9)
(2)
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C6-6
C6-6.1
C6-6.2
C6-6.3
C6-6.4
C6-6.5
C6-6.6
C6-6.7
C6-6.8
C6-6.9
C6-6.10
C6-6.11
C6-6.12
C6-6.13
C6-6.14
C6-6.15
C6-6.16
C6-6.17
C6-6.18
C6-6.19
C6-6.20
C6-6.21
C7-7
C7-7.1
C7-7.2
C7-7.3
C7-7.4
C7-7.5
C7-7.6
C7-7.7
C7-7.8
C7-7.9
C7-7.10
C7-7.11
C7-7.12
C7-7.13
C7-7.14
C7-7.15
C7-7.16
C7-7.17
C8-8
C8-8.1
C8-8.2
LEGAL RELATIONS AND PUBLIC RESPONSIBILITY
Laws to be Observed
Permits and Licenses
Patented Devices, Materials and Processes
Sanitary Provisions
Public Safety and Convenience
Privileges of Contractor in Streets,
Alleys, and Right-of-Way
Railway Crossings
Barricades, Warnings and Watchmen
Use of Explosives, Drop Weight, etc.
Work Within Easements
Independent Contractor
Contractor's 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 t,y City
Use of a Se;_tion of Portion of the Work
Contractor's Responsibility for Work
No Waiver of Legal Rights
Personal Liability of Public Officials
State Sales Tax
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 uf the
Work and Annulment of Contract
Fulfillment of Contract
Termination for Convenience of the Onwer
Safety Methods and Practices
MEASUREMENT AND PAYMENT
Measurement of Quantities
linit Prices
(3)
C6-6 (1)
C6-6 (1)
C6-6 (1>
C6-6 (2)
C6-6 ( 2 >
C6-6 (3)
C6-6 (4)
C6-6 (4)
C6-6 (5)
C6-6 (6)
C6-6 (S)
C6-6 (8)
C6-6 (10)
C6-6 (10)
C6-6 (10)
C6-6
C6-6
C6-6
C6-6
C6-6
C6-6
(11)
(11)
(11)
(12)
(12)
(12)
C7-7
C7-7
C7-7
C7-7
C7-7
C7-7
C7-7
C7-7
C7-7
C7-7
C7-7
C7-7
(1)
(1)
(1)
(2)
(2)
(3)
(4)
(4)
(4)
(5)
(6)
(6)
C7-7 (7)
C7-7 (7)
C7-7 (9)
C7-7 (10)
C7-7 (13)
C8-8 (1)
C8-8 (1)
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C8-8.3
C8-8.4
C8-8.5
C8-8.6
C8-8.7
C8-8.8
C8-8.9
C8-8.10
C8-8.11
C8-8.12
C8-8.13
Lump Sum
Scope of Payment
Partial Estimates and Retainage
Withholding Payment
Final Acceptance
Final Payment
Adquacy of Design
General Guaranty
Subsidiary Work
Miscellaneous Placement of Material
Record Documents
C8-8 (1)
C8-8 (1)
C8-8 (2)
C8-8 (3)
C8-8 (3)
C8-8 (3)
C8-8 (4)
C8-8 (4)
C8-8 ( 5 )
C8-8 (5)
C8-8 (5)
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� SECTION C1-1 DEFINITIONS
PP�RT C - GENERAL CONDITIONS
Cl-1 DEFINITIONS
� C1-1.1 DEFINITIONS OF TERMS: Whenever in these Contract
Documents the following terms or pronouns in place of them are
used, the intent and meaning shall be understood and
�'"
interpreted as follows:
� C1-1.2 CONTRACT DOCUMENTS: The Contract Documents are all of
the written and drawn documents, such as specifications,
bonds, addenda, plans, etc., which govern the terms and
� performance of the contract. These are contained in the
General Contract Documents and the Special Contract Documents.
a. GENERAL CONTRACT DOCUMENTS: The General Contract
Documents govern all Water Department Projects and
include the following items:
1"
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PART A- NOTICE TO BIDDERS (Sample) White
PART B - PROPOSAL (Sample) White
PART C- GENERAL CONDITIONS (CITY) Canary Yellow
� (Developer) Brown
PART D- SPECIAL CONDITIONS Green
PART E - SPECIFICATIONS E1-White
E2-Golden Rod
E2A-White
PERMITS/EASEMENTS Blue
PART F - BONDS (Sample) White
PART G - CONTRACT (Sample) 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
PART F - BONDS
PART G - CONTRACT
PART H- PLANS (Usually bound separately)
Cl-1 (1)
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C1-1.3 NOTICE TO BIDDERS: Al1 of the legal publications
either actually published in public advertising mediums or
furnished direct to interested parties pertaining to the work
contemplated under the Contract Documents constitutes th�
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 becornes binding upon the Bidder when i�t 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 CONDITIONS: The General Conditions are the
usual construction and contract requirements which govern the
performance o£ 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 ele,nents of the Contract
Documents they provide the information which the Contractor
and Owner should have in order to gain a thorough knowledge of
the project.
C1-1.8 SPECIFICATIONS: The Specifications is that section or
part of the Contract Documents 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
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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
Manger, each of which is required by charter to perform
, specific duties. Responsibility for final enforcement of
� Contracts involving the City of Fort Worth is by Charter
vested in the City Manager. The terms City and Owner are
synonymous.
C1-1.13 CITY COUNCIL: The duly elected and qualified
governing body of the City of Fort Worth, Texas.
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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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C1-1.17 DIRECTQR OF PUBLIC WORKS: The duly appointed official
of the City of Fort Worth, referred to in the Charter as the
City Engineer, or his duly authorized representative.
C1-1.18 DIRECTOR, CITY WATER DEPARTMENT: The duly appointed
Director of the City Water Deoartment of the City of Fort
Worth, Texas, or his duly authorized 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 �ntrusted 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 shall be
prescribed by the City Council of the City of Fort
observance by City employees as follows:
observed as �
Worth for
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New Year's Day January 1
M. L. King, Jr. Birthd�y, Third Monday in January
Memorial Day Last Monday in May
Independence Day July 4
Labor Day First Monday in September
Thanksgiving Day Fourth Thursday in November
Thanksgiving Friday Fourth Friday in November
Christmas Day December 25
Such other days in lieu of
holidays as the City Council
may determine
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4.
5.
6.
7.
8.
9.
� When one of the above named holidays or a special holiday is
declared by the City Council, falls on Saturday, the holiday
shall.be observed on the preceding Friday or if it falls on
Sunday, it shall be observed on the following Monday, by those
� employees working on working day operations, Employees
working calendar day operations will consider the calendar
holiday as the holiday.
C1-1.26 ABBREVIATIONS: Wherever the abbreviations defined
herein appear in Contract Documents, the intent and meaning
shall be as follows:
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Asph.
Ave.
w Blvd.
L CI
CL
GI
Lin.
lb.
MH
Max.
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AASHTO - American Association oF MGD
State Highway Transportation
Officials
ASCE - American Society of Civil
Engineers
LAW - In Accordance With
ASTM - American Society of
Testing Materials
AWWA - American Wat�r Works
Association
ASA - American Standards Association
HI - Hydraulic Institute
- Asphalt
- Avenue
- Boulevard
- Cast Iron
- Center Line
- Galvanized Iron
- Linear or Lineal
- Pound
- Manhole
- Maximum
- Million Gallons Per
Day
CFS - Cubic Foot per
Second
Min. - Minimum
Mono.- Monolithic
$ - Percentum
R - Radius
I.D. - Inside Diameter
O.D. - Outside
Diameter
Elev.- Elevation
F - Fahrenheit
C - Centigrade
I�. - Inch
Ft. - Foot
St. - Street
CY - Cubic Yard
Yd. - Yard
SY - Square Yar3
L.F. - Linear Foot
D.I. - Ductile Iron
C1-1 (5)
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C1-1.27 CHANGE ORDER: A"Change Order" is a written
supPlemental agreement between the Owner and the Cont.ractor
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. Increa5e
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:
1.
2.
3.
4.
5.
Any type of asphaltic concrete with or without
separate base material.
Any type of asphalt surfacP treat�nenL, not
including an oiled surface, with or without
separate base material.
Brick, with or without separate base material.
Concrete, with or without separate bas2 material.
Any combination of the above.
C1-1.29 UNPAVED STREETS OR ALLEYS: An unpaved street, alley,
roadway or other surface is any area except those defined
above for "Paved Streets and Alleys."
C1-1.30 CITY STREETS: A city street is defined as that area
between the right-of-way lines as the street is dedicated.
C1-1.31 ROADWAY:
parallel lines two
( 4' ) feet back of
exists.
The roadway is defined as the area betwe�n �
(2') feet back of the curb lines o.r Four
the average edge oF pavement where no curb
C1-1.32 GRAVEL STREET: A gravel street is any unpaved st.reet
to which has been added one or more applications of gravel or
similar material othe.r than the natural material fourid on the
street surface beF�re any i;nprovement was made.
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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 prior
to the hour for opening 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
r" 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 nat�re and
magnitude as that of the project for which bids are to be
received, and such experience must have been on projects
� completed not more than five (5> years prior to the date on
which are to be received. The Director of the Water
' department shall be sole judge as to the acceptability of
. experience for qualification to bid on any Fort Worth Water
Department project.
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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.
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C2-2.2 INTERPRETATION OF QUANTITIES: The quantities of work
and materials to be furnished as may be listed in the proposal
C2-2(1)
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forms or other narts of the Co.nz.ract Documents will be
considered as �proximate only and will be used for the
ourpose of comparing bids on a uniform basis. Payment will be
made to the Contractor for only the actual quantities of work
perfor��ed or materials furnished in strict accordance with the
Contract Documents and Plans. The quantities o£ 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 EXAMINATTON OF CONTRACT DOCUMENTS AND SITE OF PROJECT:
Bidders are advised that the Contract Documents on file with
the Owner shall constitute a11 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 requi�ed for
its completion, and obtain al1 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 Cantract Dacuments and officially promulgated addenda
ther�to, shall be binding upon the Owner. Bidders shall rely
exclusively and solely upon their own estimates,
investigation, research, tests, explorations, and other 3ata
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 adciitional 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
ge.neral information only and may not be correct. Neither the
C2-2(2)
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�� Owner nor the Engineer guarantee that the data shown is
- representative of conditions which actually exist.
"�" C2-2.4 SUBMITTING OF PROPOSAL: The Bidder shall submit his
�,,, Proposal on the form furnished by the Owner. Al1 blank spaces
applicable to the project contained in the form shall be
� correctly filled in and the Bidder shall state the prices,
written in ink in both words and numerals, for which he
proposes to do the work contemplated or furnishe the materials
required, Al1 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
i�! called for, conditional or uncalled for alternate bids,
�.,, incomplete bids, erasures, or irregularities of any kind, or
cantain 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.
r,.. C2-2.6 BID SECURITY: No proposal will be considered unless it
is accompanied by a"Proposal Security" of the character and
- in the amount indicated in the "Notice to Bidders" and the
"Proposal." The Bid Security is required by the Owner as
�` evidence of good faith on the part of the Bidder, and by way
� of a guaranty that if awarded the contract, the Bidder will
within the required time execute a formal contract and furnish
� the required performance and other bonds. The bid security of
the three lowest bidders will be retained until the contract
is awarded or other disposition is made thereof. The bid
�,,, security of all other bidders may be returned promptly after
the canvass of bids.
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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 nlace of business as set forth in the "Notice to
Bidders." It is the Bidder's sole respansibility to deliver
the proposal at the proper time to the proper place. The mere
fact that a proposal was dispatched will not be considered.
The Bidd�r must have the proposal actually delivered. Each
proposal 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, �ity Hall, Fort Worth, Texas.
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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 fQr 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 m�, at the option of the Owner, be returned
uno�ened.
C2-2.9 TELEGRAPHIC MODIFICATION OF PROPOSALS: Any bidder may
modify his proposal by telegraphic commu.nication at any time
prior to the time set For opening proposals, nrovided 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 conside.ration will be given to the proposal.
C2-2.10 PUBLIC OPENING OF PROPOSAL: Proposals which have been
properly filed and For which no "Non-consider3tion Request"
has been received will be publicly opened and read aloud by
the �ity Manager or his authorize3 reoresentative at the time
and place indicated in the "Notice to Bidders." All proposals
which have been opened and read will rernain on file with the
Owner until the contract has beer� awarded. Bidde.rs 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, addiLions, or conditions not called for, unauthorized
alternate bids, or irregularities oF any kind. Howeve.r, the
C2-2(4)
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� Owner reserves the right to waive any and all irregularities
and to make the award of the cflntract ta the best interest of
� the City. Tendering a proposal after the closing hour is an
irregularity which cannat be waived.
� C2-2.12 DISQUALIFICATION OF BIDDERS: Bidders may be
disqualified and their proposals not considered for any of,
� but not limited to, the following reason;
a. Reasons for helieving 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:
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1. Financial Statement showing the financial
condition of the bidder as specified in Part
"A" - Special Instructions.
2. A current experience 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 judgm�nt of the
�� Engineer, is disqualified under the requirements stated
herein, shall be set aside and not opened.
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PART C - GENERAL CONDITIONS
C3-3 AWARD AND EXECUTION OF
DOCUMENTS
SECTION C3-3 AWARD AND EXECUTION OF DOCUMENTS:
L, 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 maybe considered for
the best interest of the Owner.
� C3-3.2 MINORITY BUSINESS ENTERPRISE/WOMEN-OWNED BUSINESS
e ENTERPRISE COMPLIANCE: Contractor agrees to provide to Owner,
upon request, complete and accurate information regarding
. actual work performed by a Minority Business Enterprise (MBE)
and or a a Woman-owned Business Enterprise (WBE) on the
� contract and the payment therefor. Contractor further agrees,
upon request by Owner, to allow and audit and/or an
� examination of any books, records, or files in the possession
of Contractor that will substantiate the actual work performed
by the MBE or WBE. Any material misrepresentation of any
� nature will be grounds for termination of the contract and for
initiating any action under appropriate federal, state or
� local laws and ordinances relating to false statements;
further, any such misrepresentation may be grounds for
disqualification of Contractor 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.
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C3-3 (1)
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The Contractor shall post the required notice to that effect
on the project site, an�, 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. A�propriate notices may
be acquired from the Equal Employment Officer.
C3-3.4 WITHDRAWAL OF PROPOSALS: After a proposal has been
read by the Owner it cannot be withdrawn by the Bidder within
forty-five (45) days after the date on which the proposals
were opened.
C3-3.5 AWARD OF CONTRACT: The Owner reserves the right to
withholdfinal action on the 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 acc�mpanied 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
diaposed of the bids, after which they will be r�turned by the
City Secretary.
C3-3.7 BONDS: With the execution and delivery of the Contract
Documents, the Contractor shall furnish to, and file with the
Owner in the amounts herein required, the following bonds:
a. PERFORMANCE BOND: A good and sufficient
performance bond in an amount n�t less than 100
percent of the amount of the contract, �s evidenced
by the proposal tabulation or otherwise,
guaranteeing the full and faithFul execution of the
work and perfoYmance of the contract, and for the
protection of the Owner and all other persons
against damage by r�ason of negligence of the
Contractor, or impr�per execution of the work or
the use �f inf�rior materials. This performance
C3-3 (2)
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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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b. MAINTENANCE BOND: A good and sufficient
maintenance bond, in the amount of not less than
100 percent of the amount of the contract, as
evidenced by the proposal tabulation or otherwis+e,
guaranteeing the prompt, full and faithful
performance o£ the general guaranty which is set
forth in paragraph C8-8.10.
c. PAYMENT BOND: A good and sufficient payment bond,
in an amount not less than 100 percent of the
amount of the contract, as evidenced by the
proposal tabulation or otherwise, guaranteeing the
prompt, full and faithful payment of all claimants
as defined in Article 5160, Revised Civil Statutes
of Texas, 1925, as amended by House Bill 344 Acts
56th Legislature, Regular Session, 1959, effective
April 27, 1959, and/or the latest version thereof,
supplying labor and materials in the prosecution of
the work provided for in the contract being
constructed under these specifications. Payment
Bond shall remain in force until all payments as
above stipulated are made.
d. OTHER BONDS: Such other bonds as may be required
by these Contract Documents shall be furnished by
the Contractor.
No sureties will be accepted by the Owner which are at the
time in default or delinquent on any bonds or which are
interested in any litigation against the owner. Al1 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
C3-3 (3)
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 wil� any payments be
due or paid until approval of the bonds by the Owner.
C3-3.8 EXECUTION OF CONTRACT: Within ten (10) days after the
Owner has by appropriate resolution, or otherwise, awarded the
contract, the Contractor shall execute and file with the Owner
the Contract and such bonds as may be required in the Contract
Documents.
No contract shall be binding upon the owner until it has been
attested by the City Secretary, approved as to f.orm and
legality by the City Attorney, and executed for the Owner by
either the Ma�or or City Manager.
C3-3.9 FAILURE TO EXECUTE CONTRACT: The fai]_ure of the
Awardee to execute the required bond or bonds or to sign the
required contract within L-en (10) days after the contract is
awarded shall be considered by the Owner as an a6andonment 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 occurinq to the Owner by
reason of said awardee's failure to execute said bonds and
contract within ten (10) days, the proposal security
accompanying the proposal shall be the agreed amount of
damages which Owner will suffer by reason of such failure on
the 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 wil1, within ten
(10) days after the commencement date set forth in such
written authorization, commence thP physical execution of the
contract.
C3-3.11 INSURANCE: The Contractor sha11 not commence work
under this contract until he has obtained all th� insurance
required under the Contract Documents, and such insurance has
been approved by the Owner. The �rime Contractor shall be
responsible for delivering to the Owner the sub-contractors'
C3-3 (4)
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pA . p e contractor
shall indicate on the certificate of insurance included in thP
� documents for execution whetk�er 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.
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a. COMPENSATION INSURANCE: The Co.ntractor shall
�, maintain, during the life of this contract,
Workers' Compensation Insu.rance on all of his
employees to be engaged in work on the project
under this contract, and for all sub-con.tracto.rs.
� In case any class of �mployees engaged in hazardous
work on the project under this cont.ract is not
protected under the Workers' Compensation Statute,
� the Contractor shall provide adequate employer's
genera.l liability insurance for the prot�ction of
such of his employees not so protected.
� b. COMPREHENSIVE GENERAL LIABILITY INSURANCE: The
Contractor shall procure and shall maintain during
the life of this contract Contractor's
� Comprehensive General Liability Insurance (Public
Liability and Property Damage Insurance) in an
amount not less than $500,0.0� 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
�.., darnage with $2,000,000 umbrella policy coverage.
'" c. ADDITIONAL LIABILITY: The Contractor shall
furnish insurance as separate policies or by
�'' additional endorsement to one of the
� above-mentioned policies, and in the amount as set
forth for public liability and property damage,.the
� following insurance:
1. Contingent Liability (covers Gene.ral
�, Contractor's Liability for acts o.f
sub-contractors).
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2. ]Blasting, prior to any blasting being do.ne.
I�+ 3. Collapse of buildings or structures adjacent
to exca�vation ( if excavations are to l�e
(+' performed ad�acent to same).
4. Damage to underground utilities f_or $500,000.
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C3-3 (5)
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Builder's risk (where above-ground structures
are involved).
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Contractual Liability (covers all
indemnification requirements of Contract).
d+ AUTOMOBILE INSURANCE - BODILY INJURY AND PROPERTY
DAMAGE: The Contractor shall procure and maintain,
during the life of thxs Contract, Comprehensive
Automobile Liability insurance in an amount not
less than $250,000 for injuries including
accidental death to any one person and subject to
the same limit for each person an amount not less
than $500,000 on account o.E one accident, and
automobile property damage insurance in an amount
not less than $100,000.
e. SCOPE OF INSURANCE AND SPECIAL HAZARD: The
insurance required under the above paragraphs shall
provide adequate protection for the Contractor and
his sub-contractors, respectively, against damage
claims which may arise from operations under this
contract, whether such operations be by the insured
or by anyone directly or indirectly employed by
him, and also against any of the following special
hazards which may be encountered in the performance
of the Contract.
f� PROOF OF CARRIAGE OF INSURANCE: The Contracto.r
shall furnish the Owner with satisfactory proof of
covera�e by insurance required in these �ontract
Documents in amounts and by carriers satisfactory
to the Owner. (Sample attached.) All insurance
requirements made upon the Contracto.r 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 officP located within the city limits of the
C3-3 (6)
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_ such agent shall be a duly qualified, one upon whom
service of process may be had, and must have
._ authority and power tc act on behalf of the
insurance and/or bonding company to negotiate and
� settle with the City of Fort Worth, or ar�y other
claimant, any claims that the City of Fort Worth or
�`' other claimant or any property owner who has been
�,,; damaged, may have ag3inst the Contractor,
insurance, and/or bonding company. If the local
� insurance representative is not so empower.ed by the
insurance or banding companies, then such authority
must be vested in a 1oca1 agent or claims officer
� residing in the Metroplex, the Fort Worth-Dallas
area. The name of the agent or agents shall be set
forth on all of such bonds and certificates of
insurance.
� C3-3.12 CONTRACTOR'S OBLIGATIONS: Under the Contract, the
Contractor sha11 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 s2ven (7) days after the clos�
of each payroll period. P, copy or copies of the applicable
!r"'i 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 furnisk�ed the Contractor, by
the Owner; however, posting and protection of the wage rates
�" shall be the responsibility of the Contractor.
�I C3-3.14 CONTRACTOR'S CONTRACT ADMINISTRATION: Any Contractor,
L whether a p�rson, p�rsons, partnershin, company, firm,
association, corporation or other who is approved to do
�, business with and ent�rs inta a con�ract with the City for
� construction of water and/or sanitary sewer facilities, will
have or shall establish a fully operational business office
,r,,, within the Fort �Vorth-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 actions required i.n the
� p�rfo�mance of_ the Contract. This local authority shall be
mad� responsible to act for tt�e Contractor in all matters
pertaining ta the wo.rk governed by the Contract whether it be
administrative or otnercaise and as su�h shall be empowered,
� thus delegated and dir�cted, to settle all material, labor or
other e.xpend.itures, all claim�s against the work o.r any other
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C3-�3 ( 7 )
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matter associated such as maintaining adequate and apPropriate �
insurance or security cove.rage for the project. Such local
authority for administration of the work under the Cont.ract
shall be maintained until all business transactions executed �
as part of the C�ntract are complete. `
Should the Contractor's princi�al 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 Cont.ractor'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 Contracto.r's administration, whether it be oriented
in furthering the work, or other, be governed direct by local �
authority. This same requirement is imposed on insurance and
surety coverage. Should the Contractor's local representative
Fail to perform to the satisfaction of 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 assiqned. 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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PART C - GENERAL CONDI'I'IONS
C4-4 SCOPE OF WORK
SECTION C4-4 SCOPE OF WORK
� C4-4.1 INTENT OF CONTRACT DOCUMENTS: It is the definite
intention of these Contract Documents to provide for a
complete, useful project which the Contractor undertakes to
� construct or furnish, all in full compliance with the
requirements and intent of the Contract Documents. It is
definitely understood that the Contractor shall do all work as
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 acceptabl.e 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
�I Documents be anticipated, or should there be any additional
proposed work which is not covered by these �ontract
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.
�., C4-4.3 INCREASED OR DECREASED QUANTITIES: 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 incr�ase 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 agreeme�t or as hereinafter provided fo.r
"Extra Work." No allowance will be made for any changes in
anticipated orofits nor shall such changes be considered as
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waiving or invalidating any r_onditions or provisions of the
Contract Documents.
Variations in quantities of sanitary sewer pipes in depth
categcries, shall b� interpr�ted herein as applying to the
overall quantities or sanitary sewer pipe in each pipe size,
but not to the various depth categories,
C4-4.4 ALTERATION OF CONTRACT DOCUMENTS: By Change Order, the
Owner reserves the right to make such changes in the Contrac�
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 matPrially
alter the original Contract Documents or change the general
nature of the project as a whole. Such changes shall not be
considere3 as waiving o.r invalidating any condition or
prov'ision of the Contract Documents.
C4-4.5 EXTRA WORK: Additional work made necessary by changes
and alterations oE the Cont�act Documents or of quantities or
for other reasons f�r which no prices are provided in the
Contract Documents, shall be defined as "Extra Work" and shall
be performed by the Contractor in acco.rdance 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 aaymPnts 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 lu�np sum.
c. The actual reasonable cost of (1) labor, (2) rental
of equipment used on the ex�ra work for the time so
used at Associated �,eneral Contractors oE Am�ra.ca
current eq�lipment r_ental rates; (3) materials
enteriny �ermanently into the nrojert, and (4)
actual cost of insiz.rance, bonds, and social
security a5 det2rmined by the �wner, olus a fixed
fee to be agreed uc�on bu� not to exceed 10$ o£ the
actual cost of such ex�ra work. The Eixed f:e is
noL- to include any addit.ional profit to the
Cont.ractor for rental of equipment own�d by him and
used Fo.r tne extra wark. The f�e shall be full and
complete compensation to cov�r the c�st of
sup�rintendence, overhear�, ot'ner prof_it, general
and all other ex��ns� not included in (1), (2),
(3), an� (4) above. The Contractor �hall keep
accurate cost r�cords on the form and i�� the met'nod
C4-4 (2)
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suggest�d by the Owne.r and shal.l give tne Owner
access to all accounts, bi11s, vouchers, and
records relating to the Extra 'vVork.
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No "Change Order" shall become effective until it has been
approved and signed by each af the Contracting parties.
No claim for Extra Work of any .kind will be allowed unless
ordered in writing by the Owner_. In case any ord�rs or
instructions, either oral or written, �ppear to the Contractor
to involve Extra Work for_ which he should receive
compensation, he shall make written request to the Engineer
For written ord�rs authorizing such Extra work, prior to
beginning such work.
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 snethod (Item C).
Claims for extra work will not be paid unless the Contractor
shall file his claim with the Ownzr within five (5> days
before the time for making the first estimat� 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 Ext.ra Work.
The Contractor shall furnish the Owner such installation
records of all deviations from the original Contract Documents
as may be necessary to enable the Owner to pr�nar� for
permanent record a corrected set of plans showing the actual
installation,
� The compensation agreed upon for 'extra work' whether or not
iniiti�ted by a'change order' shall be a full, complet� and
final payment Eor all costs Contractor incurs as a r�sult or
� relating to the change or extra work, whether said costs are
�' known, �inknown, foreseen or unforeseen at that time, includi�g
- without lirnii�ation, any costs for delay, ext�nded overhead,
� ripple or impact cost, or any ot�er ef.fect on changed or
unchanged work as a result or the c�ia�zge or extr� work.
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C4-4.6 SCHEDULE OF OPERATIONS: Before commencing any work
� under this contract, the Contractor shall submit to the Owner
and receive the dwner'� approval theraof, a"Schedule of
Op�rations," showing by a straight line method the date �f
� commencing and finishing_each of the major elements of the
contract. There shall be also shown t'n�� �stimated monthly
cost of work for which e:�t.i�nates ara to be expectzc�. Ther�
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shall be presented also a com�osite graph showing the
anticip�ted progress of construction wit'n the time being
plotted horizontally and the percentage of comnletion plotted
vertically. The progress charts shall be prepared on 8-1/2" x
11" sheets and at l��ast five black or blue line prints shall
be furnished to the Owner.
C4-4.7 PROGRESS SCHEDULES FOR WATER AND SEWER PLANT
FACILITIES: Within ten (10) days prior to submission of
first monthly progress payment, the Cantractor 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 th� 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 contr�ct time approved by the Engineer.
Three copies of the updated schedule shall be delivere� at
such intervals as directed by•the Owner.
As a minimum, the construction schedulP sha11 incorporate
all work elements and activities indicated in the proposal
and in the technical specifications.
Prior to the final drafting of the detailed construction
schedule, the Contractor shall review the draft sch�dule
with the Engineer to ensure the Contractor's understanding
of_ the contract .requirements.
The following guidelines shall be a3k�ered ta in preoaring
the construction schedule:
a. Milestone dates a�d final nroject completion
dates shall be d�veloped to conf�rm to time
constrai:�ts, sequencing requirements and
completion time.
b. The con5truction process shall be divided into
activities with time durations oi approximately
fourt�en (14) days and construr_tion values not to
exceed $50,000. Fabrication, dnlivery and
submi�t:al activities ar� exce�tions to this
gui3eline.
C4-4 (4)
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� c. Durations shall be in calendar days and normal
, holidays and weather conditions over the duration
oF the contract shall be accounted for within the
duration of each activity.
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d. One critical path shall be shown on the
construction schedule.
e. Float time is defined as the amount of time
between the earliest start 3ate 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 Cont.ractor
or the Own�r.
f. Thirty days shall be used for submittal review
unless otherwise specified.
The construction schedule shall as a rninimum be divided
into gene.ral categories a� indicated in the Proposal and
Technical Specifications and each general category shall be
broken down into activities in enough detail to achieve
activities of approximat�ly 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 �ach of the trades or subcontr3cts, the construction
schedule shall indicat? the following procurements,
� construction and �reaccept3nce activities and �vents in
their logical sequence for equip.ment and mat�rials.
� 1. Preparation and transmittal of subsnittals.
2.
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Submitral .review periods.
Shop fa'�rication and delivery.
4. Erzction or inst�llation.
�"� 5.
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� 7.
8.
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Transmittal �f manufact�r�r's o�eration and
maintenance instructions.
Installed equipment and mat?rials tes�ing.
Owner's operator instruction (if. applicaUl?).
Final inspection.
�4-4 (5)
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9. Ooerati�nal testing.
10. Final inspection.
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If, in the opinion of the Owner, wo.rk accomplished falls �
behind that scheduled, the Contractor shall take such
action as neces�ary to improve his progress. In addition, '
the Owner may requir� the Contractor to submii: a revised
schedule demonstrating his program and proposed plan to
make up lag in scheduled orogress and to insure com�letion �
of the wor'� within the contract time. If the Owner finds
the proposed plan not acceptablA, lie may require the
Cont.ractor to increase the work force, the construction �
plant �nd equipment, the number of_ wc�rk shifts or the
�vertime oper�tions without additional cost to the Owner.
Failure of the Contractor to comply with these r�quirecnents '
shall be consid�red grounds for determination by ttie Owner
that the Contractor is failing to Prosecute the work with
such diligenca �s will insu.re its comnletion within the �
time specified.
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FART C - GENERAL
C5-5 CONTROL OF
MATERIALS
SECTION C5-5 CONTROL OF WORK AND MATERIALS
CONDITIONS
WORK AND
C5-5.1 AUTHORITY OF ENGINEER: The work shall be performed to
the satisfaction of the Engineer and in strict compliance with
the Contract Documents. He shall decide all questions which
arise as to the quality and acceptability of materials
furnished, work performed, rate of progress of the work,
overall sequence of the construction, interpretation of the
Contract Documents, acceptable fulfillment of the contract,
compensation, mutual rights between Contractor and Owner under
these Contract Documents, supervision of the work, resumption
of operations, and all other questions or disputes which may
arise. Engineer will not be responsible for Contractor's
means, methods, techniques, sequences or procedures of
construction, or the safety precaution and programs incident
thereto, and he will not be responsible for Contractor's
failure to perform the work in accordance with the contract
documents.
He shall determine the amount and quality of the work
� completed and materials furnished, and his decisions and
estimates shall be final. Iiis 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
r- matters, the Engineer must, within a reasonable time, upon
written request of the Contractor, render and deliver to both
` the Owner and Contractor, a written decision on the matter in
controversy.�
� C5-5.2 CONFORMITY WITH PLANS: The finished project in all
cases shall conform with lines, grades, cross-sections,
� finish, and dimensions shown on �he 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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C5-5.3 COORDINATION OF CONTRACT DOCUM�NTS: The Contract
Documents are made up of several sections, which, taken
tagether, are intended to describe and provide for a complete
and useful project, and any requirements appearin� in one of
t�e 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, spzcial conditions shall govern over general
conditions and standard specifications, and quantities shown
on the plans shall govern over those shown in the proposalo
The Contractor shall not take advantage of any apparznt 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 Cantract, the Contrac�or shall be deemed to have
quoted the most expensive resolution of the conflict.
C5-5.4 COOPERATION OF CONTRACTOR: The Contr�ctor will be
furnished with 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 attenti�n
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 Contr�ctor shal.l prov.ide and maintain at all times
at the site of the project a competent, English-speaking
superintendent and an assistant who are fully authorized to
act as the Contractor's agent on the work. Such
superintend�nt and his assistant shall be 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
shall be a resident of Tarrant County, Texas and shall be
subject to call, as is the project Superintendent, at any time
of the day or night on any day of the week on which the
Engineer determines that circumstances require the presence on
the nroject site of a representative of the Contractor to
C5-5 (2)
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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 conti.guous to the
project routing.
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The Contractor shall nrovide all facilities to enable the
Engineer and his inspector to examine and inspect the
workmanship and materials entering into the work.
C5-5.5 EMERGENCY AND/OR RECTIFICATION WORK: When, in the
opinion of the Owner or �nginee.r, 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.
C5-5.6 FIELD OFFICE: The Contractor shall provide, at no
extra compensation, an adequate field office for use of the
Engineer, if specifically called For. The field office shall
be not less than 10 by 14 feet in floor area, substantially
constructed,, well heated, air conditioned, lighted, and
weather-proof, so that documents will not be damaged by the
elements.
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C5-5.7 CONSTRUCTION STAKES: The City, through its Engineer,
� will furnish the Contractor with all lines, grades, and
measurements necessary to the proper prosecution and contr�l
of the work contracted for under these Contract Documents, and
� lines, grades and measurements wi.11 be established by means of
stakes or other customary method of marking as may be found
consistent with good practice.
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C5-5 (3)
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These stakes or markings shall be set sufficiently in advance
of construction ope.rations to avoid delay. Such stakes or
markings as may be established for the Contractor's use or
guidance shall be preserved by the Contractor until he is
authorized by the Engineer to remove them. Whenever, in the
opinion of the Engineer, any stakes or markings have been
carelessly or willfully destroyed, disturbed, or removed by
the Contractor o.r a�y of his employees, the full cost of
replacing such stakes or marks plus 25$ will be charged
against the Contracto.r, and the full amount will be deducted
from payment due the Contractor.
CS-5.8 AUTHORITY AND DUTIES Ok' CITY INSPECTORS: City
Inspectors will be authorized to inspect all work done and to
be done and all materials furnished. Such inspection may
extend to all or any part of the work, and the preoaration 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, to report any evidence
that the materials being furnished or the work being performed
by the Contractor fa.ils 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, alte.r, enlarge, or release
any requirement of these Contract Documents, nor to approve or
accept any portion or section of the work, nor to issue any
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 tk�e Contracto.r, 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 (4)
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Y C5-5.9 INSPECTION: The Contr�ctor 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 shall be done or materials used
without suitable supervision or inspection.
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C5-5.10 REMOVAL OF DEFECTIVE AND UNAUTHORIZED WORK: Al1 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 have the
authority to cause defective work to be remedied or removed
and replaced and unautiiorized work to be removed, and the cost
thPreof 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.
C5-5.11 SUBSTITUTE MATERIALS OR EQUIPMENT: If the
.� Specifications, law, ordinance, codes or regulations permit
� Contractor to furnish or use a substitute that is equal to any
material or equipment specified, and if Cont.ractor 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 per.Eorm adequately the
� functions called fQr by the g�neral design, be similar and of
equal substance to that speci.Eie3 and be suited to the same
use and capable of performing the same function as that
,-, specified; and identifying all variations of the proposed
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C5-5 (5)
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substitute from that specified and indicatinq available
maintenance service. No substitute shall be ordered o.r
installed without the written,approval of Engineer who will be
the judge of the equality and may require �ontractor to
furnish such other data about the proposed substitute as he
considers pertinent. No substitute shall be ordered or
installed without such performance guarantee and bonds as
Owner may require which shall be furnished at Contractor's
expense. Contractor shall indemnify and hold harmless Owner
and Engineer and anyone directly or indirectly employed by
either of them from and against the claims, damages, losses
and expenses (including attorneys fees) arising out of the use
of substituted materials or equipment.
C5-5.12 SAMPLES AND TESTS OR MATERIALS: Wher�, in the opinion
of the Engineer, or as called for in the Contract Docurnents,
tests of materials or equipment are necessary, such tests will
be made at the expense of and paid £or direct to the testing
agency by the Owner unless otherwise specifically provided.
The failure of the Owner to make any tests of materials shall
be in no way relieve the Contractor of his responsibility of
furnishing materials and equipment fully conforming to the
requirements of the Contract Documents. Tests and sampling of
materials, unless otherwise spe�ified, will be made in
accordance with the latest methods prescribed by the American
Society for Testing Mat?rials 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 furnisPi 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, �nd the Contactor
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 ac3gregate, 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 us� of
the new materials.
C5-5.13 STORAGE OF MATERIALS: Al1 materials which
used in the constr.uction operation shall be store
insure the preservation of the quality and fitness of
When directed by the Enginee.r, they shall be placed
platforms or other har3, clean durable surfaces and
C5-5 (6>
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ground, and shall be placed under cover when directed, Stored
materials shall be placed and located so as to facilitate
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�` C5-5.14 EXISTING STRUCTURES AND UTILITIES: The location and
dimensions shown on the Plans relative to existing utilities
� are based on the best a.nformation 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
r' additional compensation for Extra Work or for increasing the
_ pay quantities in any manner whatsoeve.r, 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
�„ Uocuments 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 orocess to
provide adequate clearances. The Contractor shall take all
- necessary precautions in o.rder to protect all existing
� utilities, structures and service lines. Verification of
existing utilities, structures and service lines shall include
notification of all u�ility compani�s at least forty eight
� (48) hours in advance of construction including exploratory
excavation if necessary. All verification of existing
utilities and their adjustment shall be considered as
�"' subsidiary work.
C5-5.15 INTERRUPTION OF SERVICE:
a. Normal Prosecution: In the normal prosectuion of
�" work where the int�rruption of service is necessary,
the Contractor, at least 24 hours in adv�nce, shall
� be r�quired to:
1. Notify the Watzr Department's Distribution
� Division as to location, time, and schedule of
service interruption.
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2. Notify each customer personally through
responsible personnel as to time and schedule
of the interruption of their service, or
3. In the event that personal notification of a
customer cannot be made, a prebared tag form
shall be attached to the customer's entrance
door knob. The tag shall be durable in
composition, and in large bold type shall say:
"NOTICE"
Due to Utility Improvement in
your neighborhood, your (water)
(sewer) service will be inter-
rupted on between
the hours of and .
This inconvenience will be as
short as possible.
Thank you,
Contractor
Address Phone
b. Emergenc y.: In the event that an unforeseen service
interruption occurs, notice shall be as above,but
immediate.
CS-5.16 MUTUAL RESPONSIBILITY OF CONTRACTORS: If, through
acts or neglect on the part of the Contractor, any other
Contractor or any sub-contractor shall suffer loss or damage
on the work, the Contractor agr�es 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 harmless the Owner against any such
claim.
C5-5.17 CLEAN-UP: Clean-up of surplus and/or waste materials
accumulated on the job site during the prosecution of the work
under these Contract Documents shall be accomplished in
keeping with a daily routine established to the the
satisfaction of the Engineer. Twenty-faurs fours aFter
written notice is given to the Contractor that the clean-up on
the job sit� is proceeding in a manner unsatisfactory to the
Engineer, if the Contractor fails to correct the
C5-5 (8)
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unsatisfactory procedure, the City may take such direct action
as the Engineer deems appropriate to correct the clean-up
deficiencies cited to the Contractor in the written notice,
and the costs of such direct action, plus 25� of such costs,
�" shall be deducted from monies due or to become due to the
Contractor.
� Upon the completion of the project as a whole as covered by
these Contract Documents, and before £inal acceptance and
�"'^ final payment will be made, the Contractor shall clean and
remove from the site of the project all surplus and discarded
materials, temporary structures, and debris of every kind. He
� shall leave the site of all work in a neat and orderly
condition equal to that which originally existed. Surplus and
� wa$te 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.
� C5-5.18 FINAL INSPECTION: Whenever the work provided for in
and contemplated under the Contract Documents has been
satisfactorily completed and final cleanup performed, the
Engineer will notify the proper officials of the Owner and
� request that the Final inspection be made. Such inspection
will be made within 10 days after such notification. After
such final inspection, if the work and mat�.rials and equipment
� are found satisfactory, the Contractor will be notified in
writing of the acceptance of the same after the proper
resolution has been passed by the City Council. No time
charge will be made against the Contractor between said date
� of notif ication of the Engineer and the date of f inal
inspection of the work.
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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 all claims
or liability arising from or based on the violation of any
such law, ordinance, regulation, or order, whether it be by
himself or his employees.
C6-6.2 PERMITS AND LICENSES: The Contractor shall procure all
permits and licenses, pay all charges, costs and fees, and
give all notices necessary and incident to the due and lawful
prosecution of the work.
C6-6.3 PATENTED DEVICES MATERIALS AND PROCESSES: If the
Contractor is required or �esires 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 harmless the Owner from any and all
claims for infringement by reason of the use of any such
patented design, device, material or process, or any
trade-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 defend any and a11 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 Cantractor harmless on account
of such suits.
C6-6 (1)
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
const.ructed and maintained by the Contractor and their use
shall be strictly enforced by the 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 and
the City shall be strictly complied with.
C6-6.5 PUBLIC SAFETY AND CONVENIENCE: Materials or equipment
stored about the work shall be so placed and used, and the
work shall at all times be so conducted, 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 Engine�r 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,
C6-6 (2)
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--- 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.
�' The Contractor, after ap�roval of the Engineer, shall notify
L the Fire Department Headquarters, firaffic 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
� apparatus. The Contractor shall promptly notify the Fire
Department Headquarters when all such obstructed streets,
alleys, or hydrants are again placed back in s�rvice.
� Where the Contractor is required to construct temporary
bridges or make other arrangements for crossing over ditches
or streams, his responsibility for accidents in connection
� with such crossings shall include the roadway approaches as
well as the structures of such crossings.
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The Contractor shall at all times conduct his operation and
the use of construction machinery so as not to damage or
destroy trees and shrubs located in close proximity to or on
the site of the work. Wherever any such damage may be done,
the Contractor shall immediately satisfy all claims of
property owners, and no payment will be made by the Owner in
settlement of such claims. The Contractor shall file with the
Engineer a written statement showing all such claims adjusted.
C6-6.6 PRIVILEGES OF CONTRACTOR IN STREETS, ALLEYS, AND
RIGHT-OF-WAY: For the performance of the contract, the
Contractor will be permitted to use and occupy such portions
of the public streets and alleys, or other public places or
other rights-of-way as provided for in the ordinances of the
City, as shown in the Contract Documents, or as may be
specifically authorized in writing by the Engineer. A
reasonable amount of tools, materials, and equipment for
construction purposes may be stored in such space, but no more
than is necessary to avoid delay in the construction
operations. Excavated and waste materials shall be piled or
stacked in such a way as not to interfere with the use of
spaces that may be designated to be left free and unobstructed
and so as not to inconvenience occupants of adjacent property.
If the street is occupied by railway tracks, the work shall be
C6-6 (3)
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operation o
contractors
contract,
Contractor
assistance
additional
be provided
in such manner as not to interfere with the
f trains, loading or unloading of cars, etc. Other
of the Owner may,,for all purposes required by the
enter upon the work and premises used by the
and shall be provided all reasonable facilities and
for the completion of adjoining work. Any
grounds desired by the Contractor for his use shall
by him at his own cost and expense.
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C6-6.7 RAILWAY CROSSINGS: When the work encroac;�es upon any �
right-of-way of 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 in�tructions of the railway company as to the �
methods of performing the work and take all precautions for
safety of property and the public. Negotiatians 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.
Al1 installations and procedures shall be consistent with the
provisions set forth in the "1980 Texas Manual on Uniform
Traffic Control Devices for Streets and Highways" issued under
the authority of the "State of Texas Uniform Act Regulating
Traffic on 'riighways", codified as Article 6701d Veron's Civil
Statutes, pertinent sections being Section Nos. 27, 29, 30 and
31.
C6-6 (4)
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The Contractor will not remove any regulatory sign,
instructional sign, street name sign, or other sign which has
been erected by the City. If it is determined'that a sign
must be removed to permit required construction, the
Contractor shall contact the Transportation and Public Works
department, Signs and Markings Division (phone number
8780-8075>, to remove the sign. In the case of regulatory
signs, the Contractor must replace the permanent sign with a
temporary sign meeting the requirements of the above
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 caii be re-installed, the Contractor shall again
contact the Signs and Markings Division to re-install the
permanent sign and shall leave his temporary sign in place
until such re-installation is completed.
� The Contractor will be held responsible for all damage ta the
work or the public due to failure of barricades, signs,
� fences, lights, or watchmen to protect them. Whenev�r
evidence is found of such damage to the work the Engineer may
order the damaged portion immediately removed and replaced by
the Contractor at the Contractor's own exper�se. The
�"1 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
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incidentals necessary for the proper protection, safety, and
convenience of the public during the contract period, as this
.-� work is considered to be subsidiary to the several items for
� which unit or lump sum prices are requested in the Proposal.
C6-6.9 USE OF EXPLOSIVES, DROP WEIGHT, ETC.: Should the
� Contractor elect to use explosives, drop weight, etc., in the
prosecution of the work, the utmost care shall be exercised at
all times so as not to endanger life or property. The
� Contractor shall notify the proper representative of any
public service corporation, any company, individual, or
utility, and the Owner, not less than twenty-four hours in
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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 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 t�iat he has insurance coverage to
protect against any damages and/or injuries arising out of
such use of explosives.
All claims arising out of the use of explosives shall be
investigated and a written report made by the Contractor's
insurers to the Engineer within ten (10) days after receipt of
written notice of the claim to the Contractor from 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. Al1 vehicles in
which explosives are being transported shall be plainly marked
as mentioned above and shall, insofar as possible, not use
heavy traffic routes.
C6-6.10 WORK WITHIN EASEMENTS: Where the work passes over,
through, or into private property, the Owner will 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 owne.r has be�n 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 o.f 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
C6-6 (6)
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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 'py the work. Such notice shall
be made at least 48 hours in advance of the beginning of the
� work. Notices shall be applicable to both public and private
utility companies or any corporation, company, individual, or
other, either as owners or occupants, whose land or interest
�.,, in land might affected by the work. The Contractor 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.
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When and where any direct or indirect or injury is done to
� public or private property on account of any act, omission,
neglect, or misconduct in the execution of the work, or in
consequence of the non-execution thereof on the part of the
�„ Contractor, he shall restore or have restored at his own cost
and expense such property to a condition at least equal to
� that existing before such damage or injury was done, by
repairing, rebuilding, or otherwise replacing and restoring as
may be directed by the Owner, or he shall make good such
r,,,, 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 upan completion of this p.roject.
� 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
r.. permanent easements limits, before the fence is cut.
'" Temporary fencing shall be erected in place of the fencing
removed whenever the work is not in progress and when the
i� 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 replacem�nt shall be
^ subsidiary to the various items bid in the project
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proposal. Therefore, no separate payment sha11 be allowed
for any service associated with this wo.r;c.
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In case of failure on the part of the Contract6r to restore F'
such property to make good such damage or injury, the Owner ■
may, upon 48 hour written notice under ordinary circumstances,
and without notice when a nuisance or hazardous condition �
results, proceed 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 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 1
right to control the details of all the work and services
performed hereunder, and all persons performing same, and
shall be solely responsible for the acts and omissions of its
officers, agents, servants, employees, contractors, �
subcontractors, licensees and invitees. The doctrine of
respondeat superior shall not apply as between Owner and
Contractor, its officers, agents, employees, contractors and �
subcontractors, and nothing herein shall be construed as
creating a partnership or joint enterprise between Owner and
Contractor. ,�
C6-6.12 CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMS:
Contractor covenants and agrees to, and does hereby indemnify,
hold harmless and defend Owner, its officers, agents,
servants, and employees from and against any an all claims or
suits for property damage or loss and/or personal injury,
including death, to any and all persons, of whatsoever kind or
character, whether rzal or asserted, arising out of or in
connection with, directly or indirectly, the work and �ervices
to be performed hereunder by Contractvr, its officers, agents,
emplayees, 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 an� invitees
of the Owner; and said Contractor does hereby covenant and
agree to assume all liability and respon5ibility of Owner, its
officers agents, servants and empl�y�es For property damage or
loss, and/or personal injuri�s, including death, to any and
a11 persons of whatsoever kind or characte.r, whether real or
asserted, arising out of or in connection with, directly �r
indirectly, the work and services to 'be perFormed hereunder by
�ontractor, its officers, agents employees, r_ontractors,
subcontractors, licensees and invitees, whether or not caused,
C6-6 (8)
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� in whole or in part, by alleged negligence of officers,
- agents, servants, employees, contractors, subcontractors,
licensees or invitees of the Owner. Contractor likewise
'�' covenants and agrees to, and does hereby, indemni.fy 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
C 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
�,,,i 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.
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The Director shall not recommend final payment to a Contractor
� against whom such a claim for damages is outstanding for a
period of six months following the date of the acceptance of
the work performed unless the Contractor submits evidence in
,�. writing satisfactory to the Director that:
l. The claim has been settled and a release has been
obtained from the claimant involved, or
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2. Good faith efforts have been made to settle such
outstanding claims, and such good faith efforts
have failed.
If condition (1) above is met at any time within the six month
period, the Director shall recommend that the final payment to
the Contractor be made. If condition (2) above is met at any
time within the six month period, the Director may recommend
that the final payment to the Contractor be made. At the
C6-6 (9>
expiration of the six month period the Director may recommend
that f inal 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.
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 CONTRACTOR'S CLAIM FOR DAMAGES: Should the Contractor
claim compensation for any alleged damage by reason of the
acts or omissions of the Owner, he shall within three days
after the actual sustaining of such alleged damage, make a
written statement to the Engineer, setting out in detail the
nature of the alleged damage, and on or before the 25th day of
the month 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 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 reguired, the Contractor's claim
for compensation shall be waived, and he shall not be entitled
to payment on account of such damages.
C6-6.14 ADJUSTMENT OR RELOCATION OF PUBLIC UTILITIES� ETC.:
In case it is necessary to change� move, or 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 sew�rs, and fo.r 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
C6-6 (10)
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- the pezmanent connections are built and are in service. The
existing sewers and connections shall be kept in service and
maintained under the Contract, except when specified or
� ordered to be abandoned by the Engineer. All water, sewage,
and other waste shall be disposed of in a satisfactory manner
so that no nuisance is created and so that the work under
� construction will be adequately protected.
C6-6.16 ARRANGEMENT AND CHARGES FOR WATER FURNISHED BY THE
� CITY: When the Contractor desires to use City water in
� connection with any construction work, he shall make complete
and satisfactory arrangements with the Fort Worth City Water
' Department for so doing.
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City water furnished to the Contractor shall be delivered to
the Contractor from a connection on an existing City main.
� All piping required beyond the point of delivery shall be
installed by the Contractor at his own expense.
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The Contractor's responsibility in the use of all existing
fire hydrant and/or valves is detailed in Section E2-1.2 USE
OF FIRE HYDRANTS AND VALVES in these General Contract
Documents.
When meters are used to measure the water, the charges, if
any, for water will be at the regular established rates. When
meters are not used, the charges, if any, wi11 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 CONTRACTOR'S 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
C6-6 (11)
thereof by action of the elements or from any cause
whatsoever, whether arising from the execution or nonexecution
of the work. The Contractor shall rebuild, repair, restore,
and make good at his own expense all injuries or damage to any
portion of the work occasioned by any of the hereinabove
causes.
C6-6.19 NO WAIVER OF LEGAL R.IGHTS: 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 sha11 not operate as a waiver
of any provision of the Contract Documents. Any waiver of any
breach or Contract shall not be �eld to be a w�iver of any
other or subsequent breach.
The Owner reserve� the right to co�rect any error that may be
discovered in any estimate that may have been paid and to
adjust the same to meet the requirements of the Contract
Documents.
C6-6.20 PERSONAL LIABILITY OF PUBLIC OFFICIALS: In carrying
out the provisions o£ these Contract Documents or in
exercising any power of authority granted thereunder, there
shall be no liability upo� 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 fo.r 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 leas� all materials, supplies and equipment
used or consumed in the performance of this contzact by
issuing to his supplier an ex�mption certificate in lieu of
the tax, said exemption certificate to co�ply with State
Comptroller's Ruling .007. Any such exemption certiFicate
issued by the Contractor in lieu of the tax shall be subject
to and shall comply with the provisions oF State Comptroller's
Ruling .011, and any other 3pplicable State Comptroller
rulings pertaining to the Texas Limited Sales, Excise, and Use
Tax Act.
On a contract awarded by a develo�er f�r 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 Eor exemption
pursuant to the provisions of Article 20.04 (H) of the Texas
limite3 Sal�s, F.xcise, and Use Tax Act, t�ie Contractor can
probably be exempt�d in the same manner stated above.
C6-6 (12)
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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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PART C - GENERAL CONDITIONS
C7-7 PROSECUTION AND PROGRESS
SECTION C7-7 PROSECUTION AND PROGRESS:
� C7-7.1 SUBLETTING: The Contractor shall perform with his own
organization, and with the assistance of workman under his
�- immediate superintendance, work of a value of not less than
fifty (50�) percent of the value embraced in the contract. If
" the Contractor sublets any part of the work to be done under
these Contract Documents, he will not under any circumstances
~ be relieved of the responsibility and obligation assumed under
�- these Contract Documents. Al1 transactions of the Engineer
will be with the Contractor. Subcontractors will be
� considered only in the capacity of employees or workmen of the
Contractor and sha11 be subject to the same requirements as to
character and competency. The Owner will not recognize any
�, subcontractor on the work. The Contractor shall at all times,
when the work is in operation, be represented either in person
`'" or by a superintendent or other designated representatives.
�� C7-7.2 ASSIGNMENT OF CONTRACT: The Contractor shall not
1.� assign, transfer, sublet, convey, or otherwise dispose of the
contract or his rights, title, or interest in or to the same
r� or any part thereof without the previous consent of the Owner
expressed by resolution of the City Council and concurred in
by the Sureties.
� If the Contractor does, without such previous consent, assign,
transfer, sublet, convey, br otherwise dispose of the contract
or his right, title, or interest therein or any part thereof,
� to any person or persons, partnership, company, firm, or
corporation, or does by l�ankruptcy, voluntary or involuntary,
or by assignment under the insolvency laws of any state,
� attempt to dispose of the contract may, at the option of the
Owner be revoked and annulled, unless the Sureties shall
' successfully complete said contract, and in the event of any
such revocation or annulment, any monies due or to become due
under or by virtue of said contract shall be retained by the
� Owner as liquidated damages for the reason that it would be
impracticable and extremely difficult to fix the actual
�" damages.
C7-7.3 PROSECUTION OF THE WORK: Prior to beginning any
r construction operation, the Contractor shall submit to the
Engineer in five or rnore 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
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prosecuting the work and ordering materials and equipment
which he expects to follow in order to complete the project in
the scheduled time. There shall also be submitted a table of
estimated amounts to be earned by the Contractor during each
mon�thly estimate period.
The Contractor shall commence tne 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 nocuments.
Any deviation from scuh sequencing shall be submitted to the
Engineer for his approval. Contractor shall not proceed with
any deviation until he has received written approval from the
Engineer. Such specification or approval by the Engineer
shall not relieve the Contractor from the full responsibility
of the complete performance of the Contract.
The contract time may be changed only as set forth in Section
C7-7.8 "Extension of Time of Completion" of this Agreement,
and a progress schedule shall not constitute a change in the
contract time.
C7-7.4 LIMITATIONS OF OPERATIONS: The working operations
shall at all times be conducted by the Contractor so as to
create a minimum amount of inconvenience to the public. At
any time when, in the judgment of the Engineer, the Contractor
has obstructed or closed or is carrying on operations in a
portion of a street or public way greater than is necessary
for the proner 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 EQUIPMENT: Local labor shall
be used by the Contractor is avaiiable. 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 �nly after the local supply is
exhausted. The �ontractor shall employ �nly such
superintendents, foremen, and workmen who ar� carzfut,
competent, and fully qualiF_ied to p�r£orrn t'ne 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 o.r about or on the work who, in the opinion of
the Owner, shall misconduct himsPlf or be found to b�
incompetent, disrespectful, inte.mperate, dishonest, or
C7-7 (2)
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otherwise objectionable or neglectful in the proper
performance of his or their duties, or who neglects or refuses
to comply with or carry out �he 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.
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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. Al1 equipment, tools, and machinery used for
handling materials and executing any part of the work shall be
subject to the approval of the Engineer and shall be
maintained in a satisfactory, safz and efficient working
condition. Equipment on any portion �F the work shall be such
that no injury to the work, workmen or adjacent property will
result from its use.
C7-7.6 WORK SCHEDULE: Elapse3 working days shall be computed
starting with the first day of work completed as defined i�
C1-1.23 "WORKING DAY" or the date stipulated i� the "WORK
ORDER" for beginning work, whichever comes first.
Nothing in these Contract Documents shall be construed as
prohibiting the Contractor from w�rking on Saturday, Sunday or
Legal Holidays, providing that the foJ.lowing requirements are
met:
a. A request to work on a specific
Legal Holiday mu�t b� made to th�
than the proceeding Thursday.
Saturday, Sunday or
Engineer no later
b. Any work to 'oe dane on the p:roject 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:�pecific 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 �r Legal �3oliday.
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Calendar Days shall be defined in C1-1.24 and the Contractor
may work as he so desires.
C7-7 (3>
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C7-7.7 TIME OF COMMENCEMENT AND CUMPLETION: The Contractor
shall commence the working operations within the time
specified in the Contract Documents and set torth in the Wark
Orde.r. Failure to do so shall�be considered by the Owner as
abandonment of the Contract by the Contractor and the Owner
may proceed as he sees fit.
The Contractor shall maintain a rate of �rogres� such as will
insure that the whole work will be perform�d 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
extension of the time of completion be requested such request
will be forwarded to the City Council for approval .
In adjusting the contract time for completion of work,
consideration will be given to unForseeable causes �eyond the
control of and without the fault or negligence of the
Contractor, including but limited to acts of the public enemy,
acts of the Owner, fire, flood, tornadoes, epidemics,
quarantin� restrictions, strikes, freight embargoes, or 3elays
of sub-contractors due to such causes.
When the datz of completion is �ased 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 raview of the Contractor's purchase
order dates and other pe.r�inent 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 co.mpletion of the contract
should require work and materiats in greatzr amounts o.r
quantities than those s�t forth i.n the approved Co�tract
Documents, then the contract timP may be incr�ased by Change
Order.
C7-7.9 DELAYS: The Contr3ctor shall receive no com�ensation
for delays or hindranc�s to the work, except when direct and
unavoidable extra cost to the Contractor is caused by th�
failure of the City to provid� information or material, iF
C7-7 (4)
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any, which is to be furnished by the City. When such extra
compensation is claimed a written statement thereof shall be
presented by the Contractor to the Engineer and if by him
found correct shall be approved and reFerred by him to the
Council for final approval or disapproval; and the action
thereon by the Council shall bs 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 wi11 entitle the
Contractor to an equivale.nt extension of ti�ne, 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 completion is an
essential element of the contract. Each bidder shall indicate
in the appropriate place on the last page of the Proposal the
number of working days or calendar days that he will require
to fully complete this contract or the time of completion wi11
be specified by the City in the Proposal section of the
contract documents.
The number of days
the time required to
contract being bid
successful bidder
completion specified
indicated shall be a realistic estimate of
complete the work covered by the specific
upon. The amount of time so stated by the
or the City wi11 b�come the time oE
in the Contract Documents.
For each calendar day that any work shall remain uncompleted
after th2 time specified in the Contract T�ocuments, or the
increased time granted by the Owner, or as atitomatically
increased by additional work or materials ord�red after thP
contract is signed, the sum per day given in the following
schedule, unless otherwise specified in other parts of the
Contract Docurnents, will be deducted from monies due the
Contracto.r, not as a penalty, but as liquidated damages
suffered by the Owner.
AMOUNT OF CONTRACT
Less than $ 5,000
$ 5,001 to $ 15,000
$ 15,001 to $ 25,000
$ 25,001 to $ 50,000
$ 50,001 t� $ 100,000
$ 100,001 to $ 500,�00
C7-7 (5)
inclusive $
inclusive $
inclusive $
inclusivs $
inclusive $
inclusive $
35.00
45.00
63.00
105.00
154.00
210.00
$ 500,001 to $1,000,�00 inclusive $ 315.00
$1,000,001 to $2,000,000 inclusive $ 420.00
$2,000,001 and over � 630.00
The parties hereto understand and agree that any harm to the
City caused by the Contractor's delay in completing the work
hereunder in the time soecified by the Contract Documents
would be incapable or v�ry difEicult of accurate estimation,
and that the "Amount of Liquidated Damages Per Day", as set
out above, is a reasonable forecast of just compens�tion due
the City for harm caused by any deiay.
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. Neitner will he
be liable to the City in the event the work is suspended by a
Court Order. Neither will the Owne.r be liable to the
Contractor by virtue of any Court Order or action for which
the Owner is not solely responsible.
C7-7.12 TEMPORARY SUSPENSION: The Owner shall have the right
to suspend the work operation wholly or in part for such
period or periods of time as he may deem necessa.ry 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 covPred by this contract, for any reason,
the Owner will make no extr� payment for stand-by time of
construction equipment and/or const.ruction cre�ws.
If it should become n�cessary to suspend work for an
indefinite period, the Contractor shall sto.re all materials in
such manner that they will not obstruct or impede the public
unnecessarily nor become damaged in any way, and he shatl take
every precaution to orevent damage or deterioration of the
work performed; he shall provide suitable drainage about the
work, and erect tempo.rary structures where necessary.
Should the Contractor not be abl2 to cocnplete a portion of the
project due to causes beyona the rontrol o� and without the
fault or negligence o� the Contractor as set forth in
Paragraph C7-7.8 EXTE�SION OF THE 'rIME OE 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 witt�in a reasonable period of time,
then the Contractor may be reimbursed f�r the cost of moving
his equipment off the job and returning the necessary
equipment to the job when it is determi�zed by the Engineer
C7-7 (6)
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that constructi�n �nay be r�asumed. Such reimbursement shall be
based on actu�l cost to the Contractor �f moving the equipment
and no profit will be allowed.
No r�imbursement sh�.11 be allow�d if_ the equipment is mov�d to
� another construction project ior the City o:E Fort v�orth.
� The Contractor shall not suspend work without written notice
from the Engineer and shall proceed witn the work operations
promptly when notifi�d by the Engineer to so resume
r operations.
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C�7-7.13 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 c�btain all of the
necessary lapor, materials, and equipment for the prosecution
o.E the work with reasonable continuity for a neriod of two
months, the Contractor shall within seven days notify the City
in writing, giving a detail�d statement of_ tne �FEorts whicn
have been made and listing all necessary items of labo.r,
materials, and equipment not obtai.nable. If, after
investigations, the Owner finds that such conditions existing
and that the inability of the Contractor to proceed is not
attributable ia whole or in part to the fault or �leglect of
the Contract, then if_ the Owner cannot after reasona�le effort
assist the Contractor in procuring and maki.ng available the
nec�s�ary labor, inaterials and equipment within tliirty days,
the Contractor may request the Owner to terminatP the contrac:t
and the �wner may comply wit}i the request, and th� �ermination
5hall be conditioned and base3 upon a Einal �ettlemsnt
mutually acceptable to both th� �wner an�3 the Contractor and
final �ayment siiall be made in accordance with the t�rms o:E
t'ne agreed settlement, which shall include, but not be limited
t�o, the oayment for all work executed but !lU anticipat�d
nrofits on work which has not been perfc�rmed.
� C7-7.14 SUSPENSION OR ABANDONMENT OF THE WORK AND ANNULMENT OF
CONTRACT: The work o�oPration� on all or any portion or
" section of the work under Cont.racic s'nall be �uspendec�
immed.iat�Zy on written order of_ thP Engineer or the i o,ntra�.t
� may b� d��cl�red c�ncelled by the Ci.ty Council for any good an,3
� sufficient cause. The folloraing, hy way of �xample, 'Qut not
nE limitation, may be considered gr.ounds Eor susgension o.r
i'*, cancellation;
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a. Failure of the Contractor to commencP w�rk
operations within th� tirne specified in the Work
�rder issued by the �wner.
C7-7 (7)
b. Substantial evidence that progress of the work
operations by Contractor is insufficient to
complete the work within the specified time.
c. Failure of the Contractor to provide and maintain
sufficient labor and equipment to nroperly execute
the working operations.
d. Substantial evidence that the Contractor has
abandoned the work.
e. Substantial evidence that the Contractor has become
insolvent or bankrupt, or otkierwise 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. Failu.re of the Contractor promptly to make good any
defect in materials or w�rkmanship, 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 indic�tion that the Contract�r has
made an unauthorized assignment of the contract or
any funds due ther�from for the benefit of any
c.reditar or for any other purpose.
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If the Contractor shall for any cause whatsoever
not carry on the working operation in an acceptable
manner..
If the Cant.ractor commences l�gal a�ti��n against
the Owner.
A copy of the suspension order or action of the �ity Council
shall be served on the Contractor's Sur�ti�s. When work is
suspended for any cause or causes, or when the con�ract is
cancelled, the Contractor shall discontinue the work or such
part ther�of as the Owner shall designate, whereupon the
Sureties may, at their ontion, assume t'ne r_ontract or that
portion ther2oF which the Owner has ordered the Contractor to
discontinue, and may per�orm th,� same or may, with the written
�7-7 ( 8 )
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work as taken ov?r, provided however., that the Sureties shall
" exercise their option, if at all, within two wee'Ks after tkle
� written notice t� 3iscontinue the work 'nas been served upon
the Cont.ractor and upon the Sureties or t'neir authorized
�-• agents. The Sureties, in such event shall assume the
Contract<�r'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. Al1 moni�s remaining due the
iontractor at the time oE this d�fault shall thereupon become
� due and payable to the 6ureties as the work progress�s,
subject to all of the terms of the Contract �ocuments.
,_ In case the ,�ur�ties do not, caithin the hereinabove speciEied
time, exercise their right and op�ion to assume t'ne contract
� responsibilities, �r that portion ther�oF which tne Owner has
ordered by the Contracto.r to discontinue, then the Owner shall
have the power to complete, by contract or otherwise, as it
�, may determine, t.ie work herein described or such part tl��reof
a� i� may c�eem necessary, and the Contractor hereto agr�es
� that the Owne.r shall have the right to take possession oF an3
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 Eor the completion of
the work, and to charge to t'ne account of the Contractor c�P
said contract expense for labor, materials, tools, equipment,
and all expenses incidental thereto. The expense so charged
�,, shall be deducted by the Ownar fr�m suci� monies a� :nay be due
or Anay become due at any time t,ie.rea�t�r to the Contractor
under_ and by virtue of_ the Contract o:r any p�rt t'n�re�f . T'ne
� Owner shall not be r�quirad to obtain the lowest bi�i for ttie
work completing the contract, but th� exp�nse to be 3ed�ucted
shal.l be the actual cost of the owner af such work.
� In case such exoenses shall exc:eed the amount which would have
been payable under the Contract if the same h�d been compt��ed
f^° by the Contractor, then the Coritractor and his �ureties sha�l
� e�ay the amount of such exces� to the City on notic� fro�n th?
Owner oE the excess due. When any particular ��rt oE the work
.-, is being ca.rried on by the Owrier by contr.act or ot;i:rwis�
� under the provisions of t'nis sec+::ion, tye Cont.ractor sh�ll
continue the re.mainder of the wock in conformity wi.t)i the
terms of the Contract D�cu.ments and i:� such a manner as to not�
� hinder or intertere with performa�ice o.E tiie wor'�c by tiie ��wner.
C7-7.15 FULFILLMENT OF CONTRACT:I The Contract will be
� considered as hav�.ng been fulfilled�, aav� as pro��idec� i�z any
bond or aonds or Uy law, when all th� work and �ll snctions or
� parts of the projecl-. covere�l by �he ^on�rart Docur�ents have
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C7-7 (9>
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been finished and completed, the final inspection made by the
Engineer, and thA 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 �ork
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 Ownere Any suc� termi�ation
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. R�ceipt of the
notice shall be deemed conclusively presumed and
established when the letter is placed in the United
Stat�s 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 a�ny claim, demand or suit
shall be required of the Owner regarding such
discretionary action.
B. CONTRACTOR ACTION: After receipt of a notic� oF
termination, and except as otherwise directed by
the Engineer, the Contractor shall:
l. Stop work under the contzact 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 e,xcept as
may be necessary for completion of such
portion of the work under the contract as is
not terminated;
3. terxninate all or_ders and subcontr_acts to the
extent that they Yelate to the performance of
work terminated by tYie notice of termin�tion;
4. transfa_r title to the �wnPr_ and deliver in
the mann�r, at the times, and to t'n� extent,
if any, dir��czed by the Engineer:
C7-7 (10)
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a. the fabricatad or �.znfabricat�d ��rt5,
work in process, com�l:�ted work,
suvpli�s and other materi.�l produced as
a part of, o.r acqui�=ec� in connection
with the performance of, the wor'K
terminated by the notice of
termination; and
b, the completed, or partially complet�d
plans, drawing.s, information and other
property which, if the contract had
been completed, would have been
required to be furnished to the Own�r..
5. complete pe.rformance o£ such part �F the work
as shall n��t have been te.rminated by the
notice of terminafiion; and
6. take such action as :nay be necessary, or as
the Engineer may direct, for the protection
and preservation of the pronerty related to
its contract which i� in the possession of_
the Contractor and in which the Owner has or_
may acquire the rest.
� At a time not l�ter than 30 days �iter the
termination date specified in the no�ice of
termination, the Contractor_ may submit to the
�" Engineer a list, certified as t� quantity and
� guality, of any or all items of termination
inventory not previously disposed of, exr_lusive of
_ it�ms th� disoosition of_ which has been dir�c�:�d or
� authorized by the Engineer. Not later than 15 days
ther��after, the Owner shall accept titte to sucti
items pro�aided, tha� the list submitted shall 'oe
� subject to verif_ication by the Engineer up�n
removal oE thF� items or, if the items are stor•�d,
within 45 days from the date of submission of th�
r^ list, and any necessar_y adj��stments to correct t!�e
list as submitted, sha11 be mad� prior to Final
� settlement.
C. TERMINATION CLAIM: Wi`hin bU days airer notice o£
� te.r.mination, the Con{�ractor shalt suQmit his
termination cl�im to the Engi�eer in the Lor_m and
�' with the certification prescri'ped by thP Engineer_ .
Unl�ss one or more ext�ns.ions ia wri�ing ar,�
granted by the Own�r uporz request t�f t'n �
� �ontract�r, made in �ariting within such 60-3ay
period or autho.rized r�xtension thereof, any and ,�11
such claims s:iall be c�nclus.ively deem�:� wai�.��d.
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D. AMOUNTS: Subject to the provisions of Item
C7-7.16(C), the Contractor and Owner may agree upon
the whole or any part of the arnount 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
furt�er 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
anticipat�d profits. Nothing in C7-7.16(E)
hereafter, prescribing tne amount to be paid to the
Contractor in the event of failure of the
Contractor by reason of the termination of work
pursuant to this section, shall be deemed to limit,
restrict or otherwise determine or affect the
a.mount or amounts which ma� be agreed upon to be
paid to the �ontractor pursuant to this paragranh.
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 o£
the termination and shall pay to the �ontractor the
amounts determined. No amount shall be due for
lost or anticipated profits.
F. DEDUCTIONS: In a.rriving 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 nrice for, or the
proceeds of sale of, any materials, supplies or
other things kept by the Contractor or sold,
nursuant to the provisions of this clause, and not
otherwise recoverzd 'oy or credited to the Owner.
G. ADJUSTMENT: If the termination h�reunder be
�artial, prior to the settlement of the terininated
portion of_ this contract, the Contrac�tor may file
with the Engineer a request in writing For an
C7-7 (12)
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� equitable adjustment of the price or prices
speciEied in the contract relating to the continued
portion of the �ontract (the Portion not terminated
�, by the notice o� termination), such equitable
adjustment as may be agreed upon shall be made in
� such price or prices; nothing contained herein,
however, shall limit the right of the Owner and the
Contractor to agree upon the amount or amounts to
be paid to the Contractor for the completion of the
� continued portion of the contract when said
y contract does not contain an established contract
price for such continued portion.
� H. NO LIMITATION OF RIGHTS: Nothing contained in this
section shall limit or alter th� rignts which 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, maintaininq, 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 QUANTITIES: The determination of
quantities of work performed by the Contractor and authorized
by the Contract Documents acceptably completed under the terms
of the Contract Documents shall be made by the Engineer, based
an measurements made by the Engineer. These measurements will
be made according to the United States Standard Measurements
used in common practice, and will be the actual length, area,
solid contents, numbers, and weights of the materials and
items installed.
� C8-8.2 UNIT PRICES: When in the Proposal a"Unit Price" is
set forth, the said "Unit Price" shall include the furnishing
� by the Contractor of all Zabor, 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.
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The "Unit Price" shall include all permanent and temporary
protection of overhead, surface, and underground structures,
cleanup, finished, overhead expense, bond, insurance, patent
fees, royalties, risk due to the elements and other causes,
delays, profits, injuries, damages claims, taxes, and all
other items not specifically mentioned that may be required to
fully construct each item of the work complete in place and in
a satisfactory condition for operation.
C8-8.3 LUMP SUM: When in the Proposal a"Lump Sum" is set
forth, the said "Lump Sum" shall re�resent the total cost for
the Contractor to furnish all labor, tools, materials,
machinery, equipment, appurtenances, and all subsidary work
necessary for the construction and completion of all the work
to provide a complete and functional item as detailed in the
Special 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 from the action of the elements, for any
unforesee�i defects or obstructions which may arise or be
-, encountered during the prosecution of the work at any time
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C8-8 (1>
before its final acceptance by the Owner, (except as provided
in paragraph C5-5.14) for all risks of whatever description
connected with the prosecution of the work, for all expense
incu.rred 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, copyrights, or other legal reservations, and for
completeing the work in an acceptabl� manner according to the
terms of the Contract Documents.
The payment of any current or partial estimate prior to final
acceptance of the work by the Owner shall in no way constitute
an acknowledgment of the 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 any 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
cons�ruction of the work under contract and its appurtenances,
or any damage due or attributed to such defects, which
defects, imperfection, or damage shall hav� 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 �f such defects,
imperfections, or damage, and the Cantractor shall be liable
to the Owner for failure to correct th� same as provided
herein.
C8-8.5 PARTIAL ESTIMATES AND RETAINAGE: Between the lst and
5th day of each month the Contracter shall 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 lOth day of the
month the Engineer shall veri.fy such estimatP, and if it is
found to be acceptable and the value of work performed since
the last partial payment was made exceeds one hundred doll�rs
($100.00) in amount, 90� of such estimated sum will be paid to
the Contractor iF the total contract am�unt is less than
$400,000, or 95$ of such estimated sum will be paid to the
Contractor if the total contrart amount is $400,000 or greater
within twenty-fivz (25> days aFt�r the regular estimate period.
The City will have the option of preparing estimates on forms
furnished by the �ity. The partial estimate may include
acceptable nonp�rishable materials deliv�red to the work which
are to be incorporated into t'ne work as a aerman�nt part
thereof, but which at the th� time of the estimate ��ave not
been installed. (such payment will be allowed on a Uasis of
85$ of the net invoice value th�reof.) The ContracLo.r shall
furnish the Enginser such information as he may request to aid
�8-8 (2)
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him as a guide in the verification or the preparation of
partial estimates.
It is understood that the partial estimate from month to month
will be approximate only, and all partial monthly estimates
and payment will be subject to correction in the estimate
rendered following the discovery of an erro.r in any previous
estimate,and such estimate shall not, in any respect, be taken
as an admission of the Owner of the amount of work done or of
its quality of sufficiency, or as an acceptance of the work
done or the release of the Contractor of any of his
responsibilities under the Contract Documents.
�, The City reserves the right to withhold the 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: Paymenfi on any estimate or
� estimates may be held in abeyance if the performance of the
construction operations is not in accordance with the
requirements of the Contract Documents.
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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 Documents shall have been
fulfilled on the part of the Contractor, the Contractor shall
notify the Engineer in writing that the improvements are ready
for the final inspection. The Engineer shall notify the
appropriate officials of the Owner, will within a reasonable
time make such final inspection, and if the work is
satisfactory, in an acceptable condition, and has been
completed in accordance with the terms of the Contract
Documents and all approved modifications thereof, the Engineer
will initiate the processing of the final estimate and
recommend final acceptance of the project and final paym�nt
therefor as outlined in C8-8.8 below.
C8-8.8 FINAL PAYMENT: Whenever all the improvements provided
for by the Contract Documents and all approved modifications
�,; thereof shall have been completed and all requirements of the
Contract Documents have been fulfilled on the part of the
�, Contractor, a final estimate showing the value of the work
will be prepared by the Engineer as soon as the necessary
measurements, computations, and ck�ecks can be made.
� All prior
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payment.
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estimates upon which payment has been made are
necessary corrections or r�visions in the final
C8-8 (3)
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The amount of the final estimate, less previous payments and
any sum that have been deducte� or retained under the
provisions of the Contract Documents, will be paid to the
Contractor within 60 days atter final acceptance by the Owner
on a proper resolution of the City Council, provided the
Contractor has furnished to the Owner satisfactory evidence of
payment as follows: Prior to submission of the final estimate
for payment, the Contractor shall execute an affidavit, as
Purnished by the City, certifying that all persons, firms,
associations, corporations, or other organizations furnishing
labor and/or materials have bee� paid in full, that the wage
scale established by the City Council in the City of �ort
Worth has been paid, and that ther� are no claims pending for
personal injury and/or property damages.
The acceptance by the Contractor of the last or final payment
as aforesaid shall operate as and sha11 release the Owner from
all claim� or liabilities under the Contract for anything done
or furnished or relating to the work under Contract Documents
or any act or neglect of said City relating to or connected
with the Contract.
The making of the final payment by the Owner shall not relieve
the Contractor of any guarantees or other requ.irements of the
Contract Documents which speciEically continue thereafter.
C8-8.9 ADEQUACY OF DESIGN: It is understood that the Owner
believes it has employed competent Engineers and designers to
prepare the Contract Documents and alY modifications of the
approved Contract Documents. It is, therefore, agreed that
the Owne.r shall be responsible for the adequacy of its own
design features, sufficiency of the Contract Documents, the
saFety of the structure, and the practicability of the
operations of the completed project, 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 proaf of such complianc� 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 oi
payment nor any pr�vision in the Contract �ocuments nor
partial or entire occupancy or use of the preinises by the
Owner shall constitut� a� �cceptance of work not done in
accordance wit'n the Contract Documents or reliev� tne
Contracto.r of liability in respect to any express warranties
or responsi'Aility for faulty materials or workm�nship. The
Contractor sh�ll remedy any def�cts or damages in the work and
C8-8 (4)
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shall �ppear within a period of one year from the date of
-- final acceptance of the work unles� a longer period is
� specified andshall furnish a good and sufficient maintenance
bond in the amount of 100 percent of the amount of the
contract which shall assure the performance of the general
� guaranty as above outline. The Owner will give notice of
observe3 defects with reasonable promptness.
� C8-8.11 SUBSIDIARY WORK: Any and all work specifically
governed by documentary requirements for 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 bsen provided for in the Proposal,
shall be considered as a subsidiary item of work, the cost o.f
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.
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C8-8.12 MISCELLANEOUS PLACEMENT OF MATERIAL: Material may be
allocated under various bid items in the Proposal to establish
unit prices for miscellaneous placement of material. These
materials shall be used only when directed by the Engineer,
depending on field conditions. Payment for miscellaneous
placement of matzrial will be made for only that amount of
material used, measu.red to the nearest one-tenth unit.
Payment for misc�llaneous placement of matzria� 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 (5)
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Supplementary Conditions
to Section C
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� SECTION C1:
SUPPLEMENTARY CONDITIONS TO PART C- GENERAL CONDITIONS
� A. General
� These Supplementary Conditions amend or supplement the General Conditions of the
Contract and other provisions of the Contract Documents as indicated below. Provisions
�' which are not so amended or supplemented remain in full force and affect.
B. C3-3.2 MINORITY BUSINESS ENTERPRISE/WQMEN-QWNED BUSINESS
ENTERPRISE COMPLIANCE: Pa�e C3-3 (1), should be deleted in its entirety and
replaced with the following:
� Upon request, Contractor agrees to provide to Owner complete and accurate information
regarding actual work performed by a Minority B�siness Enterprise (MBE) and/or a
� Woman Business Enterprise (WBE) on the contract and payment therefore. Contractor
further agrees to permit an audit and/or examination of any books, records or files in its
possession that will substantiate the actual work performed by an MBE 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
andlor initiating action under appropriate federal, state or local laws or ordinances
� relating to false statements; further, any such misrepresentation (other than a negligent
�"' misrepresentation) and/or commission of fraud will result in the Contractor being
determined to be irresponsible and barred from participating in City work for a period of
� time of not less than three (3) years.
C. C3-3.7 BONDS: Page C3-3 (3), the paragraph after subparagraph d. Change the
�" parab aph to read as follows:
� "No sureties will be accepted by the owner which are at fhe time in default or delinquent
�, on any bonds or which are interested in any litigation aganst the Owner. All bonds shall
� be made on the forms furnished by the Owner and the �urety shall be acceptable to the
owner. In order for a surety to be acceptable to the City, (1) the name of the surety shall
be included on the current U.S. Treasury List of Acceptable Sureties {Circular 870}, or
� (2) the surety must have capital and surplus equal to te�. times the amount of the bond.
• The surety must be licensed to business in the state of l exas. The amount of the bond
� shall not exceed the amount shown on the Treasury list or one-tenth (1/10) of the total
-- capital and surplus. If reinsurance is required, the comp,iny writing the reinsurance must
be authorized, accredited or trusteed to do business in Te:�as."
�, D. C8-8.5 PARTIAL ESTIMATES AND RETAINAGE: Page C8-8 (2), should be deleted in
its entirety and replaced with the following:
Partial pay estimates shall be submitted by the Contract��r 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
proceeded by the City on the lOth day and 25th day respectively. Estimates will be paid
� within 25 days following the end of the estimate period, less the appropriate retainage as
set out below. Partial pay estimates may include acceptable nonperishable materials
delivered to the work place which are to be incorporated into the work as a permanent
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Pg. 1
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part thereof, but which at the time of the pay estimate have not been so installed. If such
materials are included within a pay estimate, payment shall be based upon 85% of the net
voice value thereof. The Contractor will furnish the Engineer such information as may be
reasonably requested to aid in the verification or the preparation of the pay estimate.
For contracts of less than $400,000 at the time of execution, retainage shall be ten per
�,, cent (10%). For contracts of $400,000 or more at the time of execution, retainage shall
be five percent (5%).
� Contractor shall pay subcontractors in accord with the subcontract agreement within five
(5) �business days after receipt by Contractor of the payment by City. Contractor's failure
� to make the required payments to subcontractors will authorize the City to withhold
future payments from the Contractor until compliance with this paragraph is
accomplished.
�" It is understood that the partial pay estimates will be approximate only, and all partial pay
�• estimates and payment of same will be subject to correction in the estimate rendered
�,,, following the discovery of the mistake in any previous estimate. Partial payment by
Owner for the amount of work done or of its quality or sufficiency or acceptance of the
�' work done; shall not release the Contractor of any of its responsibilities under the
_ Contract Documents.
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The City reserves the right to withhold the payment of any partial estimate if the
Contractor fails to perform the work in strict accordance with the specifications or other
provisions of this contract.
C3-3.11 INSITRANCE: Page C3-3 (5): Delete subparagraph "a. COMPENSATION
INSLTRANCE"
C3-3.11 INSiTRANCE: Page C3-3 (6): Delete subparagraph "g. LOCAL AGENT FOR
INSURANCE AND BONDINC�"
C6-6.12 CONTRACTOR'S RESPONSIBLITY FOR DAMAGE CLAIMS: Page C6-6
(8), should be deleted in its entirety and replaced with the following:
Contractor covenants and agrees to indemnify City's engineer and architect, and their
personnel at the project site for Contractor's sole negligence. In addition, Contractor
covenants and agrees to indemnify, hold harmless and defend, at its own expense, the
Owner, its officers, servants and employees, from and against any and all claims or suits
for property loss, property damage, personal injury, including death, arising out of, or
alleged to arise out of, the work and services to be performed hereunder by Contractor, its
officers, agents, employees, subcontractors, licensees or invitees, whether or not any
such iniury. dama�e or death is caused. in whole or in part. bv the ne�ence or
alleged negl�gence of Owner. its officers, servants. or emnlovees. Contractor likewise
covenants and agrees to indemnify and hold harmless the Owner from and a�ainst any
and all injuries to Owner's officers, servants and employees and any damage, loss or
destruction to property of the Owner arising from the per rmance of any of the terms and
conditions of this Contract, whether or not anv such niury or dama�e is caa�sed in
whole or in nart by the ne�liQence or alle�ed negliQenc of Owner. its officers. servants
Revised Pg. 2
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� In the event Owner receives a written claim for damages against the Contractor or its
" subcontractors prior to final payment, final payment shall not be made until Contractor
either (a) submits to Owner satisfactory evidence that the claim has been settled and/or a
L release from the claimant involved, or (b) provides Owner with a letter from Contractor's
liability insurance carrier that the claim has been referred to the insurance carrier.
The Director may, if he deems it appropriate, refuse to accept bids on other City of Fort
Worth public work from a Contractor against whom a claim for damages is outstanding
as a result of work performed under a City Contract.
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Part D - Special Conditions
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PART D - SPECIAL CONDITIONS
D-1 AWARD OF CONTRACT ....................................................................................... SC-4
D-2 SUBMISSION OF CONTRACT DOCUMENTS ...................................................... SC-4
D-3 GENERAL .............................................................................................................. SC-5
D-4 TAX EXEMPTIONS ...............................................�................................................. SC-7
D-5 PROJECT DESIGNATION ..................................................................................... SC-7
D-6 EQUAL EMPLOYMENT PROVISIONS .................................�................................. SG7
D-7 PRE-CONSTRUCTION CONFERENCE :.......................:....................................... SC-7
D-8 COORDINATION MEETINGS ................................................................................ SG7
D-9 PROJECT ABANDONMENT .................................................................................. SG7
D-10 BREAKDOWN OF BID PROPOSAL ................:. ..... SG7
...............................................
D-11 INDEMNIFICATION ............................................................................................... SC-7
D-12 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW ......... SG8
D-13 MINORITY AND WOMENS BUSINESS ENTERPRISE (M/WBE)COMPLIANCE...SC-10
D-1�4 CALENDAR DAY ..........:....................................................................................... SC-12
D-15 SUBSIDIARY WORK ............................................................................................ SC-12
D-16 WAGE RATES ...............................................:...................................................... SC-12
D-17 EASEMENTS AND RERMITS .......................................:....................................... SC-15
D-18 COORDINATION WITH FORT WORTH WATER DEPARTMENT ...................:.... SC-15
D-19 DAMAGE TO PRIVATE PROPERTY .................................................................... SC-15
D-20 SHOP DRAWINGS ............................................................................................... SC-15
D-21 CROSSING OF EXISTIN.G UTILITIES .................................................................. SC-16
D-22 EXISTING UTILITIES AND IMPROVEMENTS .........................::........................... SC-16
D-23 CONSTRUCTION TRAFFIC OVER PIPELINES :.................................................. SC-17
D-24 TRAFFIC CONTROL .........................•.................................................................... SC-17
D-25 P�YMENT ............................................................................................................. SC-18
D-26 DEL./�YS ................................................................................................................ SC-18
D-27 DETOURS ............................................................................................................. SC-18
D-28 BARRICADES AND WARNING SIGNS ................................................................ SC-18
D-29 EXAMINATION OF SITE ........:..................�........................................................... SC-19
D-30 ZONING COMPLIANCE ........................................................................................ SC-19
D-31 WATER FOR CONSTRUCTION .........................................................................:. SC-19
D-32 WASTE MATERIAL ............................................................................................... SC-19
D-33 CLEANUP FOR FINAL ACCEPTANCE ................................................................. SC-19
D-34 PROPERTY ACCESS ........................:.................................................................. SC-19
D-35 CONSTRUCTION SCHEDULE AND SEQUENCING O'F WORK .......................... SC-19
D-36 SAFETY RESTRICTIONS - WORK NEAR HIGH VOLTAGE LINES ..................... SC-19
D-37 CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMS ............................. SC-20
D-38 SANITARY FACILITIES FOR WORKERS ............................................................. SC-21
D-39 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC ........................ SC-21
D-40 RIGHT TO AUDIT ................................................................................................. SG21
D-41 INCREASE OR DECREASE IN QUANTITIES ..................:................................... SG22
D-42 CUTTING OF CONCRETE ................................................................................... SC-22
D-43 PROJECT DESIGNATION SIGN .......................................................................... SG23
D-44 CONCRETE SIDEWALK AND DRIVEWAY REPLACEMENT ............................... SC-23
D-45 MISCELLANEOUS PLACEMENT'OF MATERIAL ................................................. SC-23
D-46 TYPE .�C„ BACKFILL ............................................................................................. SC-23
D-47 CRUSHED LIMESTONE BACKFILL ..................................................................... SG24
D-48 2:27 CONCRETE .........� ........................................................................................ SG24
D-49 TRENCH EXCAVATION, BACKFILL AND COMPACTION ................................... SC-24
� o��siss SC-1
PA�T D - SPECIAL CONa'ITIONS
D-50 PAVEMENT REPAIR (E2-19) " ..................... SC-25
, ..........................................................
D-51 TRENCH SAFETY SYSTEM FOR WATER DEPAR�MENT PROJECTS ONLY... SG26
D-52 SANITARY SEWER MANHOLES " .... SC-27
, .....................................................................
�-53 SANITARY SEWER SERVICES ................ ..........�r ........................................... SC-30
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D-54 NOT USED ..............................................................::............................................ SC-31
D-55 REMOVAL, SALVAGE AND ABANDONMENT OF �XISTING FACILITIES.......... SC-31
D-56 DETECTABLE WARNING TAPES `'
...........;, .............�............................................. SC-33
D-57 PIPE CLEANING ......................�.............................. ................................... SC-33
..�; . .......
D=58 BARRICADES, WARNINGS AND FLAGMEN ..,........�a......s ..................................... SC-33
D-59 DISPOSAL OF SPOIUFILL MATERIAL ..:..................................... SC-33
D-60 MECHANICS AND MATERIALMEMS LIEN .............��
........:................................... SC-34
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D-61 SUBSTITUTIONS .....:............................................................................................ SC-34
D-62 PRECONSTRUCTIO�1 TELEVISION INSPECTION/�ANITARY SEWER LINES.. SC-34
D-63 VACUUM TESTING OF SANITARY SEWER MANHOLES.� ................................. SC-37
D-64 BYPASS PUMPING � . SC-38
.................................................x�............................. .........
D-65 POST-CONSTRUCTION TELEVISION INSPECTIOf� OF SANITARY SEWERS . SC-39
D-66 SAMPLES AND QUALITY CONTROL TESTING ......�g ........................................... SC-40
D-67 TEMPORARY EROSION SEDIMENTS AND WATER POLLUTION CONTROL ... SC-41
D-68 INGRESS AND EGRESS/ ACCESS TO �DRIV,ES .....,, ........................................... SC-42
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D-69 PROTECTION OF TREES, PLANTS AND SOIL ................................................... SC-42
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D-70 SITE RESTORATION ................................................�.......................................... SC-42
D-71 STANDARD PRODUCT LIST ................................................................................ SC=42
D-72 STATE REVOLVING FUND (SRF) REQUIREMENT$ .......................................... SC-43
D-73 TOPSOIL, SODDING AND„SEEDING ....................... ` ° SC-43
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D-74 CONFINED SPACE ENTRY PROGRAM .............................................................. SC-48
D-75 � SUBSTANTIAL COMPLETION INSPECTION/FINAL INSPECTION ., ................... SC-48
D-76 EXCAVATION NEAR TREES .....................................:.......................................... SC-49
D-77 CONCRETE ENCASEMENT OF SEWER PIPE ........;� ......................................... SG50
D-78 CLAY DAM .................................................................:".......................................... SG50
D-79 EXPLORATORY EXCAVATION (D-HOLE) ................��......................................... SG50
D-$0, INSTALLATION OF WATER FACILITIES ...................°......................................... SC-50
80.1 POLYVINYAL (CHLORIDE PVC) WATER PIPE .........„� ......................................... SG51
80.2 BLOCKING .............................................................:.............................................. SG51
80.3 TYPE OF CASING PIPE ....................................................................................... SC-51
80.4 TIE-INS .......................................................................�......................................... SG51
80.5 CONN�CTION OF EXISTING MAINS .................................................................. SG51
80.6 VALVE CUT-INS '' ... SC-52
........................................................ p� .....................................
80.7 WATER SERVICES .............................................................................................. SC-52
80.8 2-INCH TEMPORARY SERVICE LINE .......................ly........................................ SC-54
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80.9 ADJUST MANHOLES AND VAULTS (UTILITY CUT) .......................................... SC-55
80.10 ADJUST WATER VALVE BOXES ............................... �i........................,............... SC-55
80.11 PURGING AND STERILIZATION OF WATER LINES ........................................... SC-55
80.12 WORK NEAR PRESSURE PLANE BOUNDARIES......�s ....................................... SG56
80.13 WATER SAMPLE STATION ........................................:'........................................ SG56
80.14 DUCTILE IRON AND GRAY IRON FITTINGS .............:......................................... SG56
D-81 SPRINKLING FOR DUST CONTROL ................................................................... SG57
D-82 DEWATERING .............................................................:; ....................................... SG57
D-83 TRENCH EXCAVATION FOR DEEP TRENCHES ....... �� ....................................... SG57
D-84 TREE PRUNING .............................................................................. , ................. SC-57
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D-86
05/18/99
PART D - SPECIAL CONDITIONS
TREEREMOVAL ................................................................................................. SC-59
TESTHOLES ...................................................................................................... SC-59
SG3
PART D - SPECIAL CONDITIONS
9Y
FOR: Main 390 Drainage Area Sanitary Sewer Systems Rehabilitation and Improvements
(Group 6, Contract 1), Part 17, Units 1-5. i
Sewer Project No. PS46-070460410280
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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 wor�C authorized by the City. Award, if mad�; shall be to the responsive low
bidder. .
The following �shall apply for contract documents with multiple units of work. Each unit r.epresents
a separate project, each with an individual M/WBE specifica�ion and proposal section. The
proposal sections are arranged to allow prospective bidders to submit bids on one unit, some of
the units, or all of the units. Award of contract(s), if made, shall�;be to the responsive low bidder
for each individual unit. If a contractor is the responsive low bidder on two units or more, a.single
set of contract documents consisting of all applicable units will be created and one single award
of contract shall be made. The Contractor shall comply with the City's M/WBE Ordinance on
each unit. Bidders shall submit individual and separate month��r M/WBE reports for each Unit
included in the Contract.
Construction time on all units will run concurrently. For situations involving approved contracts
with multiple units, the total allowable construction completion tim� period for all the units shall be
the same as the unit with the longest construction time period. 14
D-2 SUBMISSION OF CONTRACT DOCUMENTS, CONSTRUCTION START TiME AND
PRE-CONSTRUCTION SUBMITTALS: The contractor(s) shall �xecute and return the contract
documents to the Department of Engineering within ten (10) working days after notification by the
City.
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A Pre-Construction meeting date will be established and noted in the Letter to Contractor. The
effective work order date will be set at the pre-construction confer I�nce.
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-con�truction meeting date.
'Per City ordinance 11923, the contractor(s) shall submit the let�,ers of intent or a copy of the
agreements with the approved M/WBE subcontractor(s) at d� 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 GOQD FAITH EFFORT FORM. The le��er(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. �,y
Additional submittals at time of pre-construction meeting shall include (but not limited to):
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Contractors Work Plan and Schedule
Disposal Site for Waste Material Information
Sub-Contractor ldentification
o��siss S C-4
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PART D - SPECIAL CONDITIONS
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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 opporfunity to
submit all the required documents listed above.
If the contractor,fails to submit any of the require�J documents, the contractor will not be allowed
to begin work and time on the project will start to accumulate. �
D-3 GENERAL:
The order or precedence in case of conflicts or discrepancies between various parts of the
Contract Documents subject to the ruling of the Engineer shall generally, �but not necessarily,
follow the guidelines listed below: �
1. Plans
� 2. Contract Documents
3. Special Conditions
� The following Special Conditions shall be applicable to this project and shall govern over any
conflicts with the General Contract Documents under the provisions stated above. The
Contractor shall be responsible for defects in this project due to faulty materials and
� workmanship, or both, for a period of one (1) year from date of final acceptance of this project by
the City 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.
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The City reserves the right to abandon, without obligation to the Contractor; any part of the
project, or the entire project, at any time before the Contractor begins any construction work
authorized by the City. Contract, if awarded, shall be as described in "Award of ContracY' 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, referrir�g or implying product control,
performance, quality, or oiher shall be binding upon the contractor. The specifications and
drawings shall be considered cooperative; therefore, work or material called for by one and not
� shown or mentioned in the other shall be accomplished or furnished in a faithful manner as
though required by all.
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Any Contractor performing any work,on Fort Worth water or saniiary 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.
o��8�ss SC-5
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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 STORM DRAIN CONSTRUCTION -
. C1TY OF FORT WORTH '
2. STANDARD SPECIFICATIONS FOR PUBLIC WORI� 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, I�Municipal Building, Fort Worth,
Texas 76102. The specifications applicable to each pay item are mdicated by the call-ouf for the
pay item by the designer. {f not shown, then applicable published specifications in either of these
documents may be fo{lowed at the discretion of the Contract�. General Provisions shaN be
thase of the Fo�t Worth document rather than Division �1 of the N rth Central Texas dacument. .
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Bidders shall not separate, detacti or remove any portion, segment or sheets from t4�e
contract document at any time. Failure to bid or fulty exec�te contract without retaining
contract documents intact may be grounds for designating bids as "non-responsive" and
rejecting bids or voiding contract as appropriate as determined by the City Engineer.
INTEJ�PRFTAT�QN AND PRFPARATION 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 �qBidders". It is the Bidder's sole
responsibility to deliver the proposal at the proper time to th,� 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 envelo�e plainly marked with the word
"PROPOSAL", and the name or description of the project as designated in the "Notice to
Bidtlers". The envelope shall be addressed to the Purchasing Manager, City of Fort Worth
Purchasing Division, PO Box 17027, Fort WortFi, Texas 76102.
B. WITHDRAWING PROPOSALS: Proposals actually filed with the Purchasing Manager cannot
be withdrawn prior to the time set f�r opening proposals. A re��uest 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 propos'als for which non-consideration
requests have been praperly filed mav, at the option of the Ow�er.be returned unopened.
C. TELEGRAPHIC MODIFICATION OF PROPOSALS: Any bid�er may modify his proposal by
tefegraphic communication at any time prior to the time set for opening proposafs, 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 dufy 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, �o further consideration will be
given to the proposal. ,
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0�18/99 e
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PART D - SPECIAL CONDITfONS
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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 projeet
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 labo,r and material costs prior to
execution of,the contract.
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D-5 PROJECT DESIGNATION: Construction under these Special Documents shall be
perFormed under the Project Designation: Project No. PS46-070460410280
D-6 EQUAL EMPLOYMENT PROVISIONS: Contractor shaN 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 an �le in his office to the Contractor. Appropriate • notices
may be acquired from the Equal Employment Officer.
D-7 PRE-CONSTRUCTION CONFERENCE: Before the project work order is issued, a pre-
construction conference shall be held with representatives of the following agencies present: City
Engineering Department, City Water Department, City Public Works Department, other interested
City Departments (such as Traffic), interested utility companies (such as gas, telephone, and
electric), Design Engineer and the successful Contractor. Contractor shall submit a schedule of
operations at the pre-construction�conference.
D-8 COORDINATION MEETINGS: For coordination purposes, weekly meetings at the job
site may be required to maintain the project on the desired schedule. The Contractor shall be
present at all meetings.
D-9 PROJECT ABANDONMENT: T,he 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 B1D PROPOSAL: When requested by the Engineer, the Contractor
shall furnish a cost breakdown of those bid items sho n in the Proposal as lump sum items. This
information is for use in the preparation of a recomm ndation to the City for award of contract.
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D-11 INDEMNIFICATION: The Contractor agrees to fully indemnify and save whole and
harmless the City, Owner and Engineer from afl c�sts 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
al! costs or damages arising out af any wrongs, injt�ries, demands or suits for damages, either
real or asserted, c4aimed against it that may be o�casioned by any act, omission, neglect or
misconduct of the said Contractor, his agents, sery nts 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 ��nd with any regulations for the protection of
workers which may be promulgated by the Goverriment and shall protect such work with all
o��a�s S C-7
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PART D - SPECIAL CONt�ITIONS
necessary lights, barriers, safeguards and warnings as are provided for in said specifications and
in the ordinances of said City.
D-12 CONTRACTOR COMPLIANCE WITH WORKER'S C�MPENSATION LAW:
A. `Definitions:
�. Certification of coverage ("certificate"). A copy of a c2�rtificate 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-�4), showing statutory workers' compensation insurance
coverage for the person's or entity's employees pro�r�ding services on a project, fior the
duration of the project. ��
2. Duration of the project - includes the time from the beginning of the work on the project
until the contractor's/person's work on the project ha�, 6een completed and accepted by
the governmental entity. �'
3. Persons providing services on the project ("subcor��ractor" in §406.096}- includes all
persons or entities pertorming aff or part of the services the contractor has undertaken to
perform on the project, regardless of whether that person contracted directly with the
cant�actar and regardless of whether that person has �employees. This includes, without
limitation, independent contractors, subcontractors, I�asing companies, motor carriers,
owner operators, employees of any such entity, or employees of any entity which
furnishes persons to provide services,on the p�oject. "Services" include, without limitation,
� providing, hauling, or delivering equipment or materialsa 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. .
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B. The Contractor shall provide coverage, based on proper reporting of classification codes and
payroll amounts and filing of any coverage agreements, which meets the statutory
requirements of Texas Labor Code, Section 401.011(44) c�r 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 th�end of the coverage period, file a
new certificate of coverage with the governmental entity showing that coverage has been
extended.
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�. The Contractor sha11 obtain from each person providing se�'iices on �a project, and provide the
governmental entity: "
1. A certificate of coverage, prior to that person
governmental entity will have on fife certi�cate
persons providing services on the project; and
beginning work on the project, so the
s of co�erage showing coverage for all
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PART D - SPECIAL CONDiT10NS
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2. No later than seven days after receipt by the contractor, a�new certificate of coverage
shawing extension of coverage, if the coverage period shown on the current certificate of
coverage ends during the duration of the project. -
F. The contractor shall retain all required certifica�es of coverage for the duration of the project
and for one year thereafter. �
G. The contractor shall notify the governmental entity in writing by certified mail or personal
delivery, within ten (10) days after the contractor knew or should have known„ of any change
that materially affects the provision of coverage of any person providing senrices on the
project.
H. The contractor shall post on each project site a notice, in the taxt, form and manner
prescribed by the Texas Worker's Compensation Commission, informing all persons providing
services on the project that they are required to be covered, and stating how a person may
verify coverage and report lack of coverage. � °
!. The contractor shall contractually require each person with whom it contracts to provide
services on a project, to:
1. Provide coverage, based on proper reporting on classification codes and payroll amounts
and filing of any coverage agreements, which meets the statutory requirements of Texas
Labor Code, Section 401.011(44) for all of its employees providing services on the project,
for the duration of the project;
2.� Provide to the Contractor, prior to that person beginning work� on the project, a certificate
� of coverage showing that coverage is being provided for all employees of the person
providing services on the project, for the duration of the project;
Q 3. Provide the Contractor, prior to the end of the coverage period, a new certificate of
coverage showing extension of coverage, if the cover�ge period shown on the current
certificate of coverage ends during the duration of the project;
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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 certi�cate of coverage showing exiension of coverage, prior to the end of the
coverage period, ifi the coverage period shown on the current certificate ofi coverage
ends during the duration of the project.
5. Retain all required certificates of coverage on fife for the duration of the project and for
ane year thereafter.
Q 6. Ndtify the governmental entity in writing by certified mail or personal de4ivery, within ten
(10) days after the person knew or should have known, of any change that materially
affects the provision of cbverage of any person providing services on the project; and
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PART D - SPECIAL COND1t10NS
7. Contractually require each person with whom it contr�cts, to perForm as required by
paragraphs (1)-(7), with the certificates of coverage to be' provided to the person for whom
they are praviding services.
8. By signing this contract or providing or causir�g 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 projectx will be covered by worker's
compensation coverage for the duration of `the project, th�`at 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 Selfi-lnsurance Regulation. Providing false or
misleading information may subject the contractor to administrative, criminal, civil
penalties or other civil actions. ;;
9. The contractor's failure to comply with any of these provisions is a breach of contract by
the contractor which entitles the governmenta{ ::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 governmenta{ entity. ' �
J. The contractor shall post a notice on each project site informi�g all persons providing services
on �the project that they are required to be covered, and stating how a person may verify
current coverage and .report failure to provide coverage. This notice does not satisfy other
posting requirements imposed by the Texas Worker's Compensation Act or other Texas
Worker's Compensation Commission rules. This notice must be printed with a title in at least
30 point bold type and text in �t least 19 point normal type, and shall be in both English and
$panish and any other language common to the worker popu�ation. The text for the notices
shall be the following text, without any additional words or char�ges:
"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."
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Call the Texas Worker's Compensation Commission at (512)��0-3789 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�'�overage".
D-13 MINORITY AND WOMENS BUSINESS ENTER}�RISE (M/WBE) COMPLIANCE: ln
accordance with City of Fort Worth Ordinance No. 11923, the City ofi 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 compi� with the ordinance shall be a
material breach of contract. "
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PART D - SPECIAL CONDITiONS
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 fo provide the City complete and accurate information regarding
actual work performed by a Minority or Women Business Enterprise (M/WBE) on the contract and
payment thereof. Contractor further agrees to permit an audit and/or examination ofi 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 rriisrepresentation) and/or the
commission •of fraud by the Contractor wi11 be grounds for termination of the contract and/or
initiating action under appropriate federal, state, or local laws or ordinances relating to false
statement. Further, any such misrepresentation (other than a negligent misrepresen�ation)
and/or commission of fraud will result in the Contractor being determined to be irresponsible and
barred from participating in City work for a period of time of not less than three years. . .
The City will consider the contractor's performance cegarding its M/WBE program in the
evaluation of bids. Failure to comply with the City's M/WBE Ordinas�ce, or to demonstrate °good
faith effort", shall result in a bid being cendered non-responsive to specifications.
Contractor shall provide copies of subcontracts or co-signed letters of intent with approved
M/VVBE subcontractors prior to issuance of the Notice �to Proceed. Contractor shall also provide
monthly reports on utilization of the subcontractors to the City's M/WBE office.
The Contractor may count first and second tier subcontractors and/or suppliers toward meeting
the goals. The Contractor may count toward its goal a po�tion of the total dollar amount of the
contract with a joint venture equal to the percentage of rthe 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 Contr,actor 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/V1IBE 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 subcontr�ctor or supplier, the MJWBE
� sha11 be given an opportunity to perform the work. Whenever ai change order exceeds 10% of the
original contract, the M1WBE coordinator shall determine the goals applicable to` the work to be
performed under the change order. �
During the term of the contract the contract shall:
1. Make no unjustified changes or deletions in it's M/WBE participation commitments
submitted witk� or subsequent to the,bid, and,
2. If substantial subcontracting and/or substantial supplier opportunities arise during the term
of the contract which the contractor had represented he would perform with his forces, the
contractor shall notify the City before subcontracts or purchase orders are let, and shall be
required to comply with modificatioris to goals as determined by the City, and ,
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PART D - SPECIAL CONDITIONS ,
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Submit a REQUEST FOR APPROVAL OF �HANGE FORM, if the contractor desires to
change or delete any of the M/V1/BE subcontractors o�. suppliers. Justification for change
may be granted for the following: �
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a. Failure of Subcontractor to provide evidence of c�,verage by Worker's Compensation
Insurance.
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b. Failure of Subcontractor to provide required general liability of other insurance.
c. Failure of Subcontractor to execute a standard su�contract form in the amount"of the
proposal used by the Contractor in preparing his M��BE Participation plan.
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d. Default by the M/WBE subcontractor or supplier in the performance of the
subcontr`actor. .,
Within ten (10) days after final payment from the City, the contractor shall provide the
M/WBE Office with documentation to reflect final participation of each subcontractoP and
supplier used on the project, inclusive of M/V1IBEs. .
D-14 CALENDAR DAY: Delete paragraph C1-1.24, in Part �g-General Conditions, in its entirety
and substitute the following new paragraph:
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C1-1.24 Calendar Day: A Calendar day is any day of th�e week or month. The Contractor
will not be allowed to work on Sundays or any holid�ys observed by the City of Fort
Worth.
D-15 SUBSIDIARY WORK: Any and all work specifi'c�ally governed by documentary
requirements for the project, such as conditions imposed by 'the Plans, the General Contract
Documents r�r these Special Contract Documents, in which r�o' 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 iterii. Surface restoration, removal
and replscement 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 Vilorth, Texas', in accordance with
statutory requirements, as being the prevailing classifications a�hd rates that shall govern on all
work performed by the Contractor or any Subcontractor on th'� 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 1,995
ee
CLASSIFICATION
Air Tool Operator
Asphalt Raker
RATE
$7.554
$8.56�
CLASSIFICATION
aF
Form �Liner
Form Setter (Pav & Curb)
RATE
$8.913
$8.686
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Asphalt Shoveler
Batching Plant Weigher
Batterboard Setter
Carpenter �
Concrete Finisher (PAV)
Concrete Finisher (STRS)
Concrete Rubber
Electrician
Flagger
Form BuildeF (STRS)
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PART D - SPECIAL CONDITIONS
$8.255
$9.371
$8.920
$9.447
$9.345
$9.058
$7.733
$12.761
$5.598
$8.717
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SC-13
Form Setter (Structures)
Laborer, Common
Laborer, Utility
M�chanic
Oiler
Servicer �
Pifedriver
Pipelayer
Blaster,. �
$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
CLASSIFICATION RATE
CLASSIFICATION
POWER EQUIPMENT OPERATORS
Asphalt Distributor $8.404
Asphalt Paving Machine $9.053
Broom or Sweeper Operator ,$7.908
Bulldozer, 150 HP or Less $8.703
Bulldozer, Over 150 HP $9.160
Concrete Paving Curing Mach.$8.213
Concrete Pav Finishing Mach. $9.453
Concrete Paving Form Grader$8.�00
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,
Derrick, Dragfine, Shovel
(Less than 1 %2 cy) $9.513
Crane, Clamshell, Backhoe,
Derrick, Dragline, Shovel
(1 %2 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) $1r1.138
Foundation Drill Opr Helper
Front Ent Loader
(2 %z CY or Le'ss) $8.823
Front Ent Loader
(Over 2'/2 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 Drilier Operator
Roll�r, Steel Wheel
(Plar�t-Mix Pavements)
Roller, Steel Wheel
(Flat�,�, heel or Tamping)
Roller, Pneumatic Self-Pro
Scra�er - 17 CY & Less
Scra�er - Over 17 CY
Side Boom
Trac r - Crawler Type
(150�P & Less)
Tractor - Crawler Type
(Overh 150 HP) '
Tractbr - Pneumatic
Traveling Mixer
Trenching Machine - Light
Trenching Machine - Heavy
Wagon-Drill, Boring Machine
Reinforcing Steel Setter
(Pavir�,�) .
Reinforcing Steel Setter
(Struca ural)
Steel Worker = Structural
Sign �rector
Spreader Box Operator
Barricade Servicer Zone Wk,
Mounted Sign Installer
(Perm�nent Ground)
Truck Driver - Single Axle
(Light)
Truck �river - Single Axle
(Heav�fi)
Truck Driver - Tandem Axle
(Semi-Trailer)
.y
Truck �river - Lowboy/Float
Truck Driver - Transit Mix
Truck Driver - Winch
Vibratoj� Operator
Welder '
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RATE
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$9.000 a
$8.339
$7.963 �
$7.403
$8.138 �
$8.205
$7.793
$8.448 �
$8.873
$7.735
$7.615
$8.188
$12.498
$9.000
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$9.218 �
$11.548
$16.300
$11.436
$6.988
$6.402
$6.402
$7.465
$8.067
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$,9.653
$7.507
$8.200
$7.000
$10.459
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PAR�' D - SPECIAL CONDITIONS
D-�17 EASEMENTS AND PERMITS�: The performance of this contract requires certain
temporary construction, right-of-entry agreements, and/or permits to perForm work on private
property.
The City has attempted to obtain the temporary construction and/or right-of-entry agreements for
properties where construction activity is necessary on City owned facilities, such as sewer lines or
manholes. �For locations where the City was unable to obtain the easement or right-of-entry, it
shall be the Contractor's responsibility to obtain the agreement prior to beginning work on subject
property. This shall be subsidiary to the contract. The agreements which the City has obtained
are available to the Contractor for review by contacti�g the plans desk at the Department of
Engineering, City of Fort Worth. A1so, 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 a41 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 impased on these
agreements, by the property owners.
The easements andlor private property shall be cleaned up after use and restored to its original
condition or better, ln 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.
� The City has obtained the necessa .ry �documentation for railroad and/or highway permits required
� for construction of this project. The Contractor shall be responsible for complying with all
provisions of such permits and shall pay any and all costs associated with the permit(s). It is the
Contractor's responsibility to provide the required flagmen and/or provide payment to the
� appropriate railroad/agency for all flagmen during construction in railroad/agency right-of-way.
Any and all costs associated with compliance with permits(s) including payment for flagmen shall
be subsidiary to the project price. No additional payment will be allowed for this item.
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D-18 COORDINATION WITH FORT WORTH WATER DEPARTMENT: During the
construction of this project, it will be necessary to deactivate, for a period of time, existing lines.
The Contractor shall be required to coordinate with the Water Department to determine the best
times for deactivating and activating those lines. �
� D-19 DAMAGE TO PRIVATE PROPERTY: The Contractor sha11 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 Ownet. This shall be subsidiary to the contract and not a
sep"arate,pay item.
D-20 SHOP DRAWINGS: Shop drawings shall be submitted by the Contractor to the
Canstr�ction Engineer, for all equipment and materials for this project. Contractor shall submit
seven (7) capies of shop drawings, layouts, manufacturer's data and material schedules as may
be required by the Engineer for his review. Such review by the Engineer shall include checking
for general conformance with the design concept of the project and general compliance with
information givert in the General Contract Documents. Indicated action by the Engineer, which
may result from his review, shall not constitute concurrence with any deviation from the plans and
specifications unless such deviations are specifically identified by the method described below,
and further shall not relieve the Contractor of responsibility for errors or omissions in the
o��aiss SC-15
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PART D - SPECIAL CUty�iTIONS
submitted data., �Processed shop drawing submittal are not change orders. The purpose of
submittals, by the Contractor, is to demonstrate that the Contractor understands the design
concept, and that he demonstrates his understanding by indicating which equipment and
materials he intends to furnish and install', and by detailing the fabrication and insta.11ation
method5 he intends to use. If deviations, discrepancies or��onflicts between submittals and the
design drawings and/or specifications are discovered, eit � er prior to or after submittals are
processed, the design drawings and specifications shalq govern. The Contractor shall be
responsible for all dimensions which are to be confirmed and correlated at the job site, fabrication
processes and techniques of construction,� coordination of his work with that of other trades and
satisfactory performance of his work. The Conttactor shall� check and verify all measurements
and review submittals prior to being submitted, and sign or �initial a statement included with the
submittal, which signifies compliance with the plans and spe�ifications and dimensions suitable
for the application. Any deviation from the specified criferia shall be expressly stated in writing in
the submittal. .t �
Shop drawings shall be submitted for the following items prior to installation:
1. All pipe
2. Reinforced steel fabrication for structures
3. Cast Iron structural a�purtenances
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Shop drawings must be approved by the Engineer prior to the start of work.
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D=21 CROSSING OF EXISTING UTILITIES: Where .a �p�oposed water line crosses over a
sanitary sewer or.sanitary sewer service line and/or proposed sewer line crosses over a wa#er
line and the clear vertical distance is less than 9 feet barrel to barrel, ��the sanitary sewer or
sanitary sewer service line shall be made water tight or be constructed of ductile iron pipe. The
required length of replacement shall be determined by the E��gineer. The material for sanitary
sewer mains and sanitary sewer laterals shall be Class 51 �uctile Iron �Pipe with polyethylene
wrapping. The material for sanitary sewer service lines shall be extra strength cast iron soil pipe
with polyethylene wrapping. Adapter fittings shall be a urethane or neoprene coupling ASTM
C-425 with series 300 stainless steel compression straps.
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 approp�ate bid item.
D-22 EXISTING UTILITIES AND IMPROVEMENTS: The plans show the locations of all known
surface and subsurFace structures. However, the Owner assumes no responsibility for failure to
show any or all of these structures on the Plans, or to show them in their exact location. It is
mutually agreed that such failure shall not be considered suffi�ient basis for claims for addition�l
compensation for extra work or for increasing the pay quantities' in any manner whatsoever.
The Contractor shall be responsible for verifying the locatio�`f�s of and protecting all existing
utilities, service lines, or other property exposed by his construction operations. Contractor shall
make al1 necessary provisions for the support, protection, reloc�ation, andlor temporary relocation
of all utility poles, gas lines, telephone cables, utility services, �'vater mains, sanitary sewer lines,
electrical cables, drainage pipes, and alf other utilities and struFtures both above and below
ground during construction. The Contractor is liable for all �;�idamages done to such existing
facilities as a result of his operations and any and all cost incurred for the protection and/or
temporary relocation of such facilities shall be included in the� cost bid per linear foot of pipe
installed. NO ADDITIONAL COMPENSATION WILL BE ALL01l'�ED.
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PART D - SPECIAL CONDITIONS
Where existing utilities or service lines are cut, broken or damaged the Contractor shall replace or
O� repair the utilities or service lines with the same type of original materiai 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
properly shall not be moved or interfered with until ordered to do so by the Engineer. The right is
reserved to the owner of public utilities,to enter upon the limits of the project for the purpose of
� making such changes• or repairs of their property that may be made necessary by performance of
this contract.
� The utility lines and conduits shown on the plans are for information only and are not guaranteed
by the City of the Engineer to be accurate as to extent, location, and depth; they are shown on'
the plans as the best information available at the time of design, from the owners of the utilities
� involved and from evidences found on the ground. '
D-23 CONSTRUCTION TRAFFIC OVER PIPELINES: It is apparent that certain construction
� 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. Anv damaae 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.
Q 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 resulfs from any
phase of his construction operation.
Q 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 6701 d
Vernon's Civil Statutes, pertinent sections being Section Nos. 27, 29, 30 and 31. In addition, the
Contractor shall comply with City of Fort Worth, Texas, February 1979, Traffic Control Handbook
� for Construction and Maintenance Work Areas.
The Contractor will not remove any regulatory sign, instructional sign, street name sign or other
� sign which has been erected by the City. If it is determined that a sign must be removed to
permit required construction, the Contractor shall contact the Transportation/Public Works
Department, Signs and Markings Division,.(Phone Number 871-8100) to remove the s�gn. In the
� case of regulatory signs, the Contractot must replace the permanent sign with a temporary sign
meeting the requirements of the above-referenced manual and such temporary sign must be
Oo��siss SC-17
PART D - SPECIAL CONDlTI�NS
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installed prior to the removal of the permanent sign. If the tempora�i�y sign is not installed correctly
or if it does not meet the required specifications, the permanent�si�� shall be left in place until the
temporary sign requirements are met. When construction• work is completed to the extent th'at
the permanent sign can be reinstalled, the Contractor shall again �ontact the Signs and Markings
Division to reinstall the permanent sign and shall leave his temporary sign in place until such
reinstallation is completed. . II
The Contractor shall furnish barricades, flares, etc.,
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for the '�rotection of the public and the
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2. The cost of the traffic control shall be included in the price,.bid for pipe complete in place
as bid in the Proposal, and no other compensation will be aClowed. .
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3. The Contractor shall furnish a traffic control plan to the City at the pre-construction
meeting. The cost for traffic control shall be subsidiary to the unit prices for this, project.
D-25 PAYMENT: Payment for all work and material involved in salvaging, abandoning, and/or
removing of existing facilities shall be included in the linear foot bid price of the pipe except as
follows:
1. Separate payment will be made for removal of all fire hydrants, gate valves 16-inch and
larger, and sanitary sewer manholes regardless of location.
z. Payment will be made for salvaging, abandoning, and/or yremoving of all other existing
facilities when said facility is not being replaced in the same trench, i.e., when removal
require,s a separate trenching operation.
D-26 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 failur� of
the City to provide inform,ation 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 dis�pproval; 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.$he City Council; and no such
extension of time shall release the Contractor or the surety on his performance bond from all his
obligations heret�nder which shall remain in full force until the disch � rge of the contract. �
D-27 DETOURS: The Contractor shall prosecute his work in ��ch a manner as to create a
minimum of interruption to traffic and pedestrian facilities and ��o the flow of vehicular and
pedestrian traffic within the project area. �
D-28 BARRIC D �' '
A ES AND WARNING SIGNS: Barricades, warning and detour s�gns 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 lat�st edition there of.
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PART D - SPECIAL CONDITIONS
D-29 EXAMINATION OF SITE: It shall •be the responsibility of the prospective bidder to visit
the praject site and make such examinations and expforations 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 ad}acent private and public properties, procedures for
protecting existing improvements and disposition of all materials to be removed. Proper
consideration should be given to these details during the preparation af the Proposa{ 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 af fhis 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
a 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.
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D-33 CLEANUP FOR FINAL ACCEPTANCE: Final cleanup work shall be done for this project
� as soon as all construction has been completed. No more than seven days shall elapse after
completion of construction b�fore 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
befiore acceptance by the City of Fort Worth or'its representative. This cleanup shall include
removal ofi 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 sha11 be given by the Caty of Fort Worth Department of
Engineering.
D-34 PROPERTY ACCESS: Access to adjacent property shall be maintained at all times
unless otherwise directed by the Engineer.
D-35 CONSTRUCTlON SCHEDULE AND SEQUENCING OF WORK: Prior to executing the
" Contract, it shall be the responsibility of the Contractor to furnish a schedule out{ining the
anticipated time for each phase of construction with starting amd �ompletion dates, including
sufficient tim� being allowed for cleanup. (
D-36 SAFETY RESTRICTIONS - WORK NEAR HIGH VOL�'AGE LINES: The following
procedures will be followed regarding the subject item on this conti-act:
po��aiss
A warning sign not less than five inches by seven inches, ainted yellow with black letters
that are legible at twelve feet shall be placed inside and o�itside vehicles such as cranes,
derricks, power shovels, drilling rigs, pile drivers, hoisting ¢quipment or similar apparatus.
The warning sign shall read as follows: "WARNING - U�ILAWFUL TO OPERATE THIS
EQUIPMENT WITHIN SIX FEET OF HIGH VOLTAGE LINES."
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PART D - SPECIAL COND�TIONS
2. Equipment that may be operated within ten feet of high voltage lines shall have insulating
cage-type of guard about the boom or arm, except b�ck hoes or dippers, and insuiator
links on the fift hook connections.
3. When necessary to work within six feet of high voltage electric lines, notification shalf be
given the power company (Texas Utility Efectric} whomm will erect temporary mechanical
barriers, de-energize the lines, or raise or lower the lin�s. The work done by the power
company shaN not be at the expense of the City of Fart��Worth. The notifying department
shall maintain an accurate log of all such ca{Is to Texas Utility Electric, and shal{ record
action taken in each case.
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4. The Contractor is required to make arrangements �rith 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 liri�e without protection having been
taken as outlined in Paragraph (3). �
D-37 CONTRACTOR'S RESPONSIBILITY FC1R DAMAGE CLAIMS: The Contractor
covenants and agrees to indemnify, hold harmless and defend the City, and their officers, agents
servants or employees, and/or owners of the units and lot abutt�ng the units in this contract from
and against any and all claims for damages or injuries, includin� 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 C�ntract, whether or not caused by
negligence on the part of the City, or their officers, agents, s�rvants or employees; and said
Contractor does hereby covenant and agree to assume all liability and responsibility of City for
injuries, clairt�s or suits for damages to any and all persons or property, of whatsoever kind or
character, occurring during the term of this agreement and arisir�� out of or by reason of service,
covenants or agreements performed by said Contractor, it�; 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 Contr��Ct, whether arising out of or in
connection with or resulting from any and al1 acts or omissions cif the City, their officers, agents,
servants, �or employees, or caused by negligence on the part �f 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 unsett{ed at the time all
work on the project has been completed to the satisfaction of thg Director for the Department of
Engineering, as evidenced by a final inspectiori, f nal payment a 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 sett4ed and a release has been obtained from the claimant
involved, s
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 payment to be in an amount equal to the total dollar ��nount then due less the dollar
value of:any written claims pending �gainst the Contractor arising gout of the perFormance of such
work, and such semi-final payment may then be recommended by"the Director.
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PART D - SPECIAL CONDITIONS
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The Director shall not recommend final payment to a Contractor against whom such a claim for
a damages is outstanding for a period of six months following the date of the acceptance for the
work performed unless the Contractor subrraits evidence in writing satisfactory to the Director that:
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1. The claim has been sett(ed and a release has been obtained from the claimant involved,
or
2. Good faith e'fforts 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 io the satisfaction of the Director. .
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The �Director may, if he deems it appropriate, refuse to accept bids on other Department of
Engineering contract work from a Contractor against whom a claim for damages is outstanding as
a result of work performed under a City contract or under a developer-let contract for City of Fort
Worth street and/or storm drainage facilities,,
D-38 SANITARY FAC1L1T1ES` FOR WORKERS: The Contractor sha11 provide all necessary
asanitary conveniences for the use of workers at the project site. Specific attention is directed to
this requirement.
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D-39 LEGAL RELATIONS AND RESPONSIBlLITfES 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:
A. Contractor agrees that the City. shall, until the expiration of thre� (3) years after final payment
under this contract have access to and the right to examine and photocopy any directly
pertinent books, documents, papers and records of the Contractor involving transactions
relating to'this contract. Contractor agrees that the City shall have access during normal
working hours to all necessary Contractor facilities and shall be provided adequate and
appropriate work space in order to conduct audits in compliance with the provisions of this
section. The City shall give Contractor reasonable advance notice of intended audits.
B. Contractor fu,rther 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 af this article together with
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PART D - SPECIAL COND�TIONS
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subsection (c) hereofi. � City shall give subcontractor reasonable advance notice of intended
audits.
C. Contractor and subcoritractor agree to photocopy such documents as may be requested by
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the City. The City agrees to reimburse Contractor for the cost of copies as fqilows:
1. copies and under - 10 cents per page
2. more than 50 copies - 85 cents for the first page
thereafter
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plus fifteen cents for each page
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D-41 INCREASE OR DECREASE IN QUANTiTIES: The qu ntities shown in the proposaf are
approximate. lt is the Contractor's sole responsibility to veri�y all pay item quantities prior ta
submitting a bid.
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When the quantity of the work to be done or materials to be furnished under any pay item af the
contract is more than 125% of the quantity stated in the contract, viihether stated by Owner or by
Contractor, then either party to the contract, upon demand, shall be enti�led to negotiate for
revised consideration on the portion of work above 125% of the �uantity in the contract.
When the quantity of the work to be done or materials to be furriished under any pay item of the
contract is less than 75% of the quantity stated in the contract,rwwhether stated by Owner or by
Contractor, then either party to the contract, upon demand, s�all be entitled to negotiate for
revised consideration on the portion of work below 75% of th�,, quantity stated in the contract.
This paragrap�i shall not apply in the event Owner deletes a pay item in its entirety from this
contract. �
In the event Owner and Contractor are unable to agree on a negotiated price, Owner and
Contractor agree that the consideration will be the actual field,��cost of the work plus 15% as
describeci herein below, agreed upon in writing by the Contractor,and Director of Department of
Engineering and Contractor and Director of Department of �ngineering and approved by the City
Council after said work is completed, subject to all other condi�ions of the contract. As used
herein, field cost of the work will include the cost of all workmen, foremen, time keepers,
mechanics and laborers; al) materials, supplies, trucks, equipment'rental for such time as actually
used �on such work only, plus all power, fuel, lubricants, water and similar operating expenses;
and a ratable portion of premiums on performance and payment,bonds, public liability, Workers
Compensation and all other insurance required by iaw or b�r� ordinance. The Director of
Department of Engineering wifl direct the form in whicFi the accounts of actual field cost will be
kept and will recommend in writing the method of doing the work and the type and ki�d of
equipment to be used, but such work will be pertormed by the h�ontractor 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 Contract�r shall provide the Director of
Department of Engineering access to all accounts, bills and vouchers relating thereto.
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D-42 CUTTING OF CONCRETE: When existing concrete is cut;; such" cuts shall be made,with
a concrete saw. All sawing shall be subsidiary to the unit cost of th � respective item.
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PART D - SPECIAL CONDITtONS
D-43 PROJECT DESIGNATiON S1GN: Project signs are required at all locations. lt shall be in
accordance with the attached Figure 30 (dated 9-18-96). The signs may be mounted on skids or
posts. The exact locations and methods of mounting shall be approved by the Engineer. In
addition to the 4' x 8' project signs,� project signs shall be attached to barricades used where
manhole rehabifitation 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 shalf be 1'-0"
by 2'-0" in size. The information box sha{{ have the following information:
For Questions on this Pro}ect Call:
(817)871-8306 M-F 7:30 am to 4:30 p.m.
Q or
(817)871-8300 Nights and Weekends
� Any and all cost for the require� materials, labor, and equipment necessary for the furnishing of
Project Signs shall be �onsidered as a subsidiary cost of the project and no additional
compensation will be allowed.
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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 Departrr�ent Standard
Specifications for Construction, Item 504. �
At locations where mains are required to be pl�ced 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, ltem 502.
Payment for cutting, backfill, concrete, forming maiei-ials and al1 other associated appurtenances
required, shall be included in the square yard price of the bid item for concrete sidewalk or
driveway repair.
D-45 MISCELLANEOUS PLACEMENT OF MATERIAt: Material has been allocated under
�various bid items in the Proposal to establish unit prices for miscellaneous pfacement of material.
These materials shall be used only when directed by the Engineer, depending on field conditions.
Payment for miscellaneous placement of material will be made for only that amount of material
used, measured to the nearest one-tenth unit. Payment for miscellaneous placement of material
shall be in accordance with the General Contract Documents regardless of the actual amount
used for the project.
D-46 TYPE "C" BACKFILL: Excavated material used for Type "C" backfill must be
mechanically compacted unless the Contractor can furnish the Engineer with satisfactory
evidence the P.I. of the excavated material is less then 8.* Such evidence shall be a test report
from an independent testing laboratory and must include representative samples of soils in all
involved areas, with a map showing the location an� depth of the various test holes.
If excavated material is obviously granular in nature, containing I'ttle or no plastic material, the
Engineer may waive the test report requirement. �
o��siss SC-23
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PART D - SPECIAL CONDITIONS �
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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 specifie� on the pians or directed by the
Engineer, Crushed Limestone shall be used for�trench backfilly,pn this project. The material shall
conform to Public Works Standard Specifications for Street and Storm. Drain Construction y�
Division 2 Item 208.2 - Materials and Division 2 Item 208.3 - I�llaterials Sources. Trench backfill
and compac'tion shall meet the requirements of E2-2 Excavation and Backfill, Construction
Specifications, General Contract Documents. .
Payment for crushed limestone backfill in place shall be made at the unit price bid in the Proposal
multiplied by the quantity of material used measured in a�corda�ce with E2-2.16 Measurement of
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"v refer to using 2:27 Concrete as
base repair. Since this call-out includes the word "concreie", the consistent interpretation of the
Transportation and Public Works Department is that this ratio �pecifies two (2) sack� of cement
per cubic yard of concrete.
D-49 TRENCH EXCAVATION, BACKFILL, AND COMPACTION: Trench excavation and
backfiN under parking lots, driveways, gravel surfaced road�, within easements, and within
existing or future R.O.W. shalf be in accardance with Section E�1-2 Backfilf and E2-2 Excavatiori
and Backfill of the General Contract Documents and Specifications except as specified herein.
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A. TRENCH EXCAVATION: In accordance with Section E2-2 Excavation and Backfill, if the
stated maximum trench widths are exceeded, either through�'accident or otherwise, and if the
Engineer determines that the design loading of the pipe will be exceeded, the Contractor will
be required to support the pipe with an improved trench S�;�ottom. The expense of such
remedial measures shall be entirefy the Contractor's own. ���ll trenching operations shall be
confined to the width of permanent rights-of-way, permanenf' easements, and any temporary
construction easements. All excavation shall be in strict co�pliance with the Trench Safety
Systems Special Condition of this document. ��
B. TRENCH BACKFILL: Trenches which lie outside of existing or future pavement shall be
backfilled above the top of the embedment material with Type "C" backfill material.
Excavated material used for Type "C" backfill must be mec�ianically compacted unless the
Contractor can furnish the Engineer with satisfactory evidence that the P.I. of the excavated
material is less than 8. Such evidence shall be a test report from an independent testing
laboratory and must include representative samples of soils iI� all involved areas, with a map
showing the location and depth of the various test holes. If '�xcavated 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, nd E2-2.11 Trench Backfill for
'additional requirements. When Type "C" backfill material is no� suitable, at the direction of the
Engineer, Type "B" backfill material shall be used. In general, all backfill material for trenches
in existing paved streets shall be in accordance with Figure(s) A, B, C, or D. Sand material
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PART D - SPECIAL CONDITIONS
specified in Figure(s) A-D shall be obtained from an approved source and shall consist of
durable particles free of thin or elongated pieces, lumps of clay, soil, loam or vegetabie matter
and shall meet the following gradation:
Size Sieve � % Refained
#4 0-5
#16 0-20
#50 0-50
#100 60-95
' #200 90-100
(P.I. = 8 or less)
C. TRENCH COMPACTION: All trench backfill shall be placed in lifts per E2-2.9 Backfill.
Trenches which lie outside existing or future pavements shall be compacted to a minimum of
90% Standard Proctor Density (A.S.T.M. D698) by means of tamping only.
Trenches which lie under existing or future pavement shall be backfilled per Figu.re A with
95% Standard Proctor Density by jetting, mechanical tamping, or a combination of inethods.
Backfill material to be mechanically tamped must be within +-4% of its optimum moisture
content. The top two (2) feet of sewer line trenches and the top eighteen (18) inches of water
line may be rolled in with heavy equipment tires, provided it is placed in lifts appropriate to the
material being used and the operation can be performed inrithout damage to the installed pipe.
The City, at its own expense, will perform trench compaction tests per A.S.T.M. standards on
all trench backfill. Any retesting required as a result of failure to compact the backfill material
to meet the standards will be at the expense of the Contractor and will be billed at the
commercial rates as determined by the City. These soil density tests shall be performed at
two (2) foot vertical intervals beginning at a level two (2) feet above the top of the installed
pipe and continuing to the top of the completed backfill at intervals along the trench not to
exceed 300 linear feet. The Contractor will be responsible for providing access and trench
safety system to the level of trench backfill to be tested. No extra compensation will be
allowed for exposing the backfill layer to be tested or providing trench safety system for tests
conducted by the City.
D. MEASUREMENT AND PAYMENT: All material, including any and all Type "B" backfill, and
labor costs of excavation and backfill will be included in the price bid per linear foot of water
and sewer pipe.
D-50 PAVEMENT REPAIR (E2-19�: The unit price bid under the appropriate bid item of the
p proposal shall cover all cost for providing pavement repair equal to or superior in composition,
thickness, etc., to existing pavement as detaile�d in the Public Works Department typical sections
for Pavement and Trench Repair for Utility Cuts, Figures 1 through 5.
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PART D - SPECIAL CONDI�'I�ONS
All required paving cuts shall be made with a concrete saw i�j a true and 'straight line orr both
sides of the trench, a minimum of twelve (12) inches outside the trench walls. The trench shall be
backfilled and the top nine (9) inches shall be filled with requir,�ed materials as shown on paving
details, compacted and level with the finished street surface. This finished grade shall be
maintained in a serviceable condition until the paving has been replaced. All residential
driveways shall be accessible at night and over weekends. ��
It has been determined by the Transportation and Public Works Department that the strip of
existing HMAC pavement between the existing gutter and the edge of the trench pavement repair
will not hold up if such strip of existing pavement is finro (2) feet or less in width.
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Therefore, at the locations in the project where the trench wall is three (3) feet or less from the lip
of'the existing gutter, the Contractor shall be required to remove the existing paving to such
gutter. The pavement repair shall then be made froma minim�m distance of twelve (12) inches
outside the trench wall nearest the center of the street to the gutter line.
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The pavement shall be replaced within a maximum of five �5) working days, providing job
placement conditions will permit repaving. If paving conditions" are not suitable for repaving, in
the opinion of the Owner, the repaving shall be done at the earliest possible date.
A permit must be obtained from the Department of Engineering Construction Services Section by
the Contractor in conformance with Ordinance No. 3449 and/or Ordinance No. 792 to make utility
cuts in the street. The ,Department of Engineering will� inspect the paving repair after construction.
This permit requirement may be waived if work is being done �}�nder a Performance Bond and
inspected by the Department of Engineering.
D,-51 TRENCH SAFETY SYSTEM FOR WA�ER DEPARTMEI�T PROJECTS,ONLY:
A. GENERAL: This �specification covers the trench safe�y 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 �hall be signed and sealed by a
Registere� Professional Engineer licensed in Texas. �
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B. ST'ANDARDS: The latest ve,rsion of the U.S. Department of�;l.abor, 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 g�verning requirements for trench
safety.
C. DEFINITIONS:
TRENCHES - A trench is referred to as a narrow excav�tion made below the surface of
the ground in which the depth is greater than the width, where the width measured at the
bottom is not greater than fifteen (15) feet.
2. BENCHING SYSTEM - Benching means excavating the sides of a trench to form one or a
series of horizontal level or steps, usually with vertical or; near-vertical surfaces between
levels. "
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PART D - SPECIAL CONDITIONS
3. SLOPING SYSTEM - Sloping means excavating to form sides of a trench that are inclined
away from the excavation. •
4. SHIELD SYSTEM - Shields used in trenches are generally referrecf to as "trench boxes" or
"trench shields". Shield means a structure that is able to withstand the forces imposed on
it by a cave-in and protect workers within the structure. Shields can be permanent
structures or can be designed. to be portable and move along as the work progresses.
Shields can be either pre-manufactured or job-buift in accordance with OSHA standards.
5. SHORING SYSTEM - Shoring means a structure such as a metal �ydraulic, mechanical
or timer system that supports the sides of a trench a'nd 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.
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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, replace:ment, and/or rehabilitation of sanitary sewer manholes
will be required as shown on the plans, and/or as described in these Special Contract
Documents in addition to those located in the field and identified by the Engineer. All
manholes shall be in accordance with sections E1-14 Materials for Sanitary Sewer Manholes,
Valve Vaults, Etc., and E2-14 Vault and Manhole Construction of the General Contract
� Documents and Specifications, unl�ss amended or superseded by requirements of this
Special Condition.
CONCRETE COLLARS: Concrete collars will be required on all manholes specified as
per Figure 121.
2. WATERTIGHT MANHOLE INSERTS: Watertight gasketed manhole inserts shall be
installed in all sanitary sewer manholes. Inserts shall be constructed in accordance with
Fort Worth Water Department St�andard E100-4 and shall be fitted and ;mstalled according
to the manufacturer's recommendations. Stainless Steel manhole inserts shall be
required for all pipe diameters 18" and greater.
3. LIFT HOLES: All lift holes shall be plugged with a pre-cast concrete plug. The lift hole
shall be sealed on the outside of the manhole with Ram-Nek or an approved
sealant. � The lift hole shall be sealed on the inside of the manhole with quick
cement grout.
equal
setting
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
� o��siss SG27
PART D - SPECIAL CON�ITIONS
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. A�
Manholes in open fields, unimproved land, or drainag'� courses shall be at an elevation
shown on the drawings or minimum of 6 inches above grade.
5. MANF�OLE COVERS: All lids shall have pick slots in �ieu of pick holes. Manhole frames
and covers shall be McKinley, Type N, with indented t0p design, or equal, with pick slots.
Covers shatl 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 sh'all be machine finished. Locking
manhole lids and frames will be restricted to locations��vithin the 100-year floodplain and
areas specifically designated on the plans. Certaint�ed Ductile Iron Manhole Lids and
Frames are acceptable for use where locking lids are specified. ,
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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 manh �es shall have a cast iron lid and
frame with pick slots. NOTE: MANHOLES PER FIGU�E 106 WILL NOT BE ALLOWED.
7. MANHOLE STEPS: No manhole steps are to be installed on any sanitary sewer
manhole. ;
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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 mi�s dry film thickness.
9. MANHOLE JOINT SEALING: All interior and/or exterior joints on concrete manhole
sections constructed for the City of Fort Worth Wate� Department, e�cluding only the
joints using a t'rapped type perFormed O-ring rubber gasket shall require Bitumastic jo'int
sealants as per Figure M. �°
This sealant shall be pre-formed and trowelable Bitur�pastic as manufactured by Kent-
Seal, Ram-Nek, E-Z Stick, or equal. The joint sealer shall be supplied in either extruded
pipe form or suitable cross-sectional area or flat-tape and� shall be sized as recommended
'by the manufacturer and approved by the Engineer. The joint sealer shall be protected by
a suitable removable wrapper and shall not in any way �epend on oxidation, evaporation,
or any other chemical action for either its adhesive properties or cohesive strength. The
Joint sealer shall remain totally flexible without st�rinking, hardening, or oxidizing
regardless of the length of time it is exposed to the elements. The manufacturer shall
furnish an affidavit attesting to the successful use of the product as a pre-formed flexible
joint sealant on concrete pipe and manhole sections for � period of at least five years.
B. EXECl:1TION:
INSTA'LLATION OF JOINT SEALANT: Each grade ad�ustment 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
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PART D - SPECIAL CONDITIONS
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the recommendations by the manufacturer. The protective wrapper shali remain on the
joint sealant until immediately prior to the placement of the pipe in the trench. After
removal of the protective wrapper, the joint sealant shall be kept clean. Install frames and
cover over manhole opening with the bottom of the rings resting on Bitumastic joint sealer.
Frames and grade rings shall rest on two (2) rows (inside and outside) of Bitumastic joint
sealer.
2. SEALING AND/OR ADJUSTING EXISTING MANHOLES: Excavate (rectangular full
depth saw cut if in pavement) adjacent to the manhole to expose the entire manhole
frame and a minimum of 6 inches of the manhole wall keeping the sides of the trench
nearly vertical. �
Remove manhole frame from the manhole structure and observe the condition of the
frame and grade rings. Any frame or grade ring that is not suitable for use as determined
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 th@ Contractor, shall be replaced at the Contractor's expense.
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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, and4 cone section shall be free of
� dirt, stones, debris and voids to ensure a watertight seal. Place flexible gasket joint
material along the inside and outside edge of each joint, or use trowelable material in lieu
, of pre-formed gasket material. Position the butt joint of each length of joint material on
� opposite sides of the manhole. No steel shims, wood, stones, or any material not
specifically accepted by the Engineer may be used to �btain final surface elevation of the
manhole frame.
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In paved areas or future paved areas, castings shall b� installed by using a straigF�t edge
not less than ten (10) feet long so that the top of the c�sting will conform to the slope and
finish elevation of the paved surface. The top of the �;asting shall be 1/8 inch below the
finished elevation. Allowances for the compression of the joint material shall be made to
assure a proper final �grade elevation.
3. EXPOSED EXTERIOR SURFACES: All exposed exterior surfaces shall be coated with
two mop coats of coal tar epoxy. Kopper "Bitumastic Super Service Black"; Tnemec "46-
450 Heavy Tnemecol", or equal, to a minimum of 14 mils dry film thickness.
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PA�tT D - SPECIAL CONDITIONS
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4. The exterior surface of all prezcast section joints shall�,�e 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 protect the sealant from d�mage during backfilling.
C. MEASUREMENT AND PAYMENT: The price bid for new manhole installations,shall include
all labor, equipment, and materials.necessary for constru�tioh of the manhole including, but
not limited to, joint sealing, lift hole sealing and exterior sur�ace.coating and pavement repair.
The price bid for reconstruction of existing manholes shall include all labor equipment and
materials necessary for construction of new manhole, including, but not limited to, excavation,
backfill, disposal of materials, joint sealing, lift hole sealing, exterior surface coating and
pavement repair. °4
The price bid for adjusting and/or sealing of existing manholes shall include all labor,
equipment and materials necessary for adjusting and/or ��ealing the manhole, including but
not limited to, joint sealing, lifthole sealing, and exterior surf�ce coating.
Payment for concrete collars will be made per each. Payment for manhole inserts. will be
made per each. a�
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D-53 SANITARY SEWER SERVICES: Any reconnection,.relocation, re-routes, replacement, or
new sanitary sewer service shall be required as shown on the �lans, and/or as described in these
Special Contact Documer�ts in addition to those located in the ield and identified by the Engineer
as active sewer taps. The service connections shall be constructed by the Contractor utilizing
standard factory manufactured tees. City approved factory �nufactured saddle taps may be
used, but only as directed by"the Engineer. The decision to u�,� 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 at�vance notice shall be given when
taps will be required. Severed service connections shall be maintained as specified in section
-C6-6.15.
or
A. SEWER SERVICE VRECONNECTION: When se�wer 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 pf 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 sa�nitary sewer service lines shall be
replaced to the property or easement line, or as directed by the Engineer. Sanitary sewer
services on sewers being rehabilitated using pipe enlargerr��nt methods shall be replaced to
the property or easement line or as di�ected by the Engineer. Procedures listed below for
Sewer Service Replac�ment shall be adhered to for the installation of any sewer service line
including the incidental four (4) feet of service line whicl�'� is included in the price bid for
Sanitary Sewer Taps. Payment for work such asrbackfill, sa"ddles, tees, fittings'incidental four
(4) feet of service line and all other associated appurtenances required shall be included in
the price bid for Sanitary Sewer Taps. ��.
B. SEWER SERVIC�E REPLACEMENT: All building sewer services encountered during
construction shall be adjusted and/or replaced by the Contr�ctor as directed by the Engineer
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05J18/99 S C-3 �
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PART D - SPECIAL CONDITIONS
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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 plumb�r. 7he 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.
Payment for work ar�d materials such as backfill, pipe fittings,A surface restoration on private
property �to match existing), and all other associated work for service replacements in excess
of four .(4) linear feet shall be included in the linear foot price bid for sanitary sewer service
line replacement. 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 ABANDONIV�ENT OF EXISTING FACILITIES: Any
� removal, salvaging and/or abandonment of existing facilities will necessarily be required as shown
on the plans, and/or described in these Special Contract Documents in addition to those located
in the field and identified by the Engineer. This work shall be done in accordance with Section
('j E2-1.5 Salvaging of Material and E2-2.7 Removing Pipe, of the General Contract Documents and
�.R,l Specifications, unless amended or superseded by requirements of this Special Condition.
� A. SALVAGE OF EXISTING. WATER METER AMD METER, BOX: Existing water meter and
meter box shall be removed and returned to the Wat�r Department warehouse by the
Contractor in accordance with Section E2-1.5 Salvaging ofl Materials.
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B. SALVAGE OF EXISTING WATER METER AND CONC�2ETE VAULT LID: Existing water
meter and concrete vault lid shall be removed and returned to the Water Department
warehouse by the Contractor in accordance vyith Section E2-1.5 Salvaging of Materials. The
concrete vault shall be demolished in place to a point not less than 18 inches below final
grade. The concrete vault shall then be backfilled and compacted in accordance with backfill
method as specified in Section E2-2.9 Backfll. Backfill material shall be suitable excavated
material approved by the Engineer. SurFace restoration shall be compatible with existing
surrounding surface and grade. �
C. SALVAGE OF EXISTING FIRE HYDRANTS: Existing fire hydrants shall be removed and
returned to the Water Department warehouse by the Contractor in accordance with Section
E2-1.5 Salvaging of Materials. The void shall be backfilled and compacted in accordance with
backfill method as specified in Section E2-2.9 Backfill. Backfill material shall be suitable
excavated material approved by the Engineer. Surface ;restoration shall be compatible with
existing surrounding surface and grade. F
D. SALVAGE OF EXISTING GATE VALVE: Existing gate I alve and valve box and lid shall be
removed and returned to the Water Department wareho � se by the Contractor in accordance
with Section E2-1.5 Salvaging of Materials. The void a�ea caused by the valve removal
shall be backfilled and compacted in accordance with ba� ckfill method as specified in Section
E2-2.9 Backfill. Backfill material shall be suitable e�ccavated material approved by the
Engineer. Surface restoration shall be compatible with existing surrounding surface and
0 o��a�ss SC-31
PART D- SPECIAL CONDI�� IONS
grade. If the valve is in a concrete vault, the vault shall beo�demolished in place to a point no
less than 18" below final grade. °
E. ABANDONMENT OF EXISTING GATE VALVE: Existing ��gate valve and box lid shall be
abandoned by first closing the valve to the fully closed positi�on and demolishing the valve box
in place to a point not less than 18 inches below final grade�p Concrete shall then be used as
backfill material to match existing grade. �
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F. ABANDONMENT OF EXISTING VAULTS: Vaults to be d�,�nolished in plac� shall have top
slab and � lid removed and vault walls demolished to a point not les� than 18" below final
grade. The void area caused shall then be backfitled an� 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. .
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G. ABANDONMENT OF MANHOLES: Manholes to be abandoped in place `shall have all pipes
entering or exiting the structure plugged with lean concrete. Manhole top or cbne section
shall be removed to the top of the full barrel diam�ter section, or to point not less than 18
inches below final grade. The structure shall then be backfilled and compacted in accordance
with backfill method as specified in Section E2-2.9 BackfilLs, Backfill material may be either
clean washed sand of clean; suitable excavated material approved by the Engineer. Surface
restoration sh'all be compatible with surrounding service surface. Payment for work involved
in backfilling, pl�gging 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 witti Type C Backfill or Typ� B Backfill, as approved by the
Engineer. Surface restoration s�iall be compatible with surrounding surface.
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I. CUTTING AND PLUGGING EXISTING MAINS: At various Io�ations 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 andl,�plugging existing mains and/or
services shall be considered as incidental and all costs incurred will be considered to be
in�luded in the linear foot bid price of the pipe, unless separate trenching is required.
J. REMOVAL OF EXISTING PIPE:
the Contractor's responsibility to
fire hydrants and meter boxes
Storage Yard. �
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K. �PAYMENT: Payment for all work and material involved in a, salvaging, abandoning and/or
removing existing facilities shall be included in the linear foot bid price of the pipe, except as D
follows: separate payment will be made for removal of �It fire"hydrants, gate valves, 16 inch
and larger, and sanitary sewer manholes, regardless of locatio�j.
Where removal of the existing pipe is required, it shall be �
properly dispose of all remc��✓ed pipe. All removed valves,
shall be delivered to Water Department Field Operation,
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05/18/99 S C-32 ya �
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PART D - SPECIAL �CONDITIONS
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Payment will be made for salvaging, abandoning and/or removing all other existing facilities
when said facility is not being replaced in the same trench (i.e., when removal requires a
separate trench).
D-56 DETECTABLE WARNING TAPES: Detectable underground utility warning tapes which
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%s pounds/1 inch/100': The tape shall be color coded and imprinted with the message as
follows: •
Tvpe of Utilifv
Water
Color Code
Safety Blue
Leaends
Caution! Buried Water Line Below
Sewer
Safety Green
Caution! Bu�ied Sewer Line Below
� Installation of detectable tapes •shall be per manufacturer's recommendations and shall� be as
close to the grade as is practical for optimum protection and detectability. Allow a minimum of 18
inches between the tape and the pipe. Payment for work such as backfill, bedding, blocking,
� detectable tapes, and all other associated appurtenances required shall be included in the unit
price bid for the appropriate bid item(s).
D-57 PIPE CLEANING: Joints shall be wiped and then inspected for proper installation by�the
� � inspectors. Each joint shall be swept daily and kept clean during installation. A temporary night
plug shall be installed on all exposed pipe ends during any period of work stoppage.
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D-58 BARRICADES, WARNINGS, AND FLAGMEN: Reference Part C- General
Conditions, Section C6-6.8 Barricades, Warnings, and Watchmen:
A. Wherever the word Watchmen appears in this paragraph, it shall be changed to the word
Flagmen. �
B. In the first �paragraph, lines five (5) and six (6), change the phrase "take all such other
precautionary measures" to "take all reasonable necessary rr(easures". .
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 Administrator to ensure that filling is not occurring within a floodplain without
a permit. A floodplain permit can be issued upon approval of necessary Engineering studies. No
fill permit is required if disposal sites are not in a floodplain. Approval of the Contractor's disposal
sites shall be evidenced by a letter signed by the Administrator stating that the site is not in a
o��a�ss SC-33
PART D - SPECI�4L CONDI;TIONS
known flood plain or by a Flood Plain Fill Permit authorizing fill within the flood plain. Any
expenses associated with obtaining th� fill permit, including any necessary Engineering studies,
shall be at the Contractor's expense. In the event that the Contractor disposes of spoil/fill
material at a site without a fill permit or a letter from the admini�trator approving the disposal site,
upon notification by the Director of Engineering Department, Contractor shall remove the spoil/fll
material at its expense and dispose of such materials in accordance with the Ordinances of the
City and this section. �
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D-60 MECHANICS AND MATERIALMEN'S LIEN: The Contractor shall be required to execute
a release of inechanics and materialmen's liens upon receipt�of j�ayment.
D-61 S�1BSTITUTIONS: The specifications for materials set out the minimum standard of
quality which the City believes necessary to procure a satisfactbry 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 th� term "or equal", or'br 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 trad� name was used for the purpose
of establishing a standard "of quality acceptable to the City. 1� a product of any other name is
proposed for use, the Engineer's approval thereof must be�p obtained before the proposed
substitute is procured by the Contractor. Where the term "or equal", or "or approved equal" is not
used in the specifications, this does not necessarily exclude �"alternative items' or material or
equipment which' may accomplish the intended purpose. However, the Contractor shall have the
full responsibility of proving that the proposed substitution is, in fact, equal, and the Engineer, as
the representative of the City, shall be the sole judge of the acceptabiliiy of substitutions. The
provisions of this sub-section as related to "substitutions" shall„ be applicable to all sections of
these specifications. . .
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D-62 PRE-CONSTRUCTION TELEVISION INSPECTION OF S�4NITARY 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, S;lip-line, etc.), shall be cleaned,
and a television inspection performed to identify any active sewer service taps, other sewer
laterals a�d their location. Work shall consist of furnishing all labor, material, and equipment
necessary for the cleaning and inspection of the sewer lir��s 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 V�LOCITY JET (HYDROCLEANING) EQUIPME�IT: The high-velocity sewer line
cleanin,g equipment shall be constructed for easy and safe operation. The equipment
shall also have a selection of finro 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-veloci�r gun for washing and scouring
manhole walls and floor. The gun shall be capable of producing flows from a fine spray to
a solid stream. The equipment shall carry its own water t�nk, auxiliary engines, pumps,
and hydraulically driven hose reel.
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Hydraulically Propelled Equipment shall be of a movable d'�m type and be constructed in
such a way that a portion of the dam may be collapsed at any �ime during the cleaning
o��siss � SC-34
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PART D - SPECIAL CONDITIONS
operation to protect against flooding of the sewer. The movable dam shall be equal in
diameter around the outer periphery to ensure removal of grease. If sewer cleaning 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 for hydraulic cleaning
devices whenever possible.
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
clean'ing 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 working procedures, the water shall be conserved and not used
unnecessarily. No fire hydrant shall be obstructed in case of a fire in the area served by
the hydrant. Before tasing any water from the City Water Distribution System, the
Contractor shall apply for and receive permission from the Water Department. The
Contractor shall be responsible for the water meter and related charges for the setup,
including the water usage bill. All expenses shall be considered incidental to cleaning.
3. DEBRIS REMOVAL AND DISPOSAL: All sludge, dirt, sand, rock, grease, and other solid
or semisolid material resulting from the cleaning operation shall be removed at the
downstream manhole of the section being cleaned. Passing material from manhole
section to manhole section, which could cause line stoppages, accumulations of sand in
wet wells, or damage pumping equipment, shall not be permitted.
4. All solids or semisolid resulting from the cleaning operations shall be removed from the
site and disposed of at a site designated by the Engineer. All materials shall be removed
from the site no less often than at the end of each workday and disposed of at no
additional cost to the City.
� 5. UNDER NO CIRCUMSTANCE SHALL SEWAGE OR SOLIDS REMOVED THEREFROM
BE DUMPED ONTO STREETS OR INTO DITCHES, CATCH BASINS, STORM DRAINS
. OR SANITARY SEWER MANHOLES.
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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 q'uality 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:
�05/18/99
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TELEVISION INSPECTION: The camera shall be ' oved 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 c�mera be pulled at a speed greater
SC-35
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PART D - SPECIAL CONDITiONS
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than 30 feet per minute. Manual winches, power winches, N cabl,e, and powered
rewinds or other devices that do not obstruct the c�ii�nera view or interfere with proper
documentation shall be used to move the camera through the sewer line.
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When manually operated winches are. used to pull the tefevision camera through the line,
telephones or other suitable means of communications shall be set up between the two
manholes of the section being inspecte,d to ensure good communications between
members of the crew.
The •imoortance of accurate distance measurements is emnhasized. All television
inspection video tapes shall have a footage counter. �IVleasurement for location of sewer
service taps��shall be above ground by means of ineter device. Marking on the cable, or
the like, which would require interpolation for depth��� of manhole, will not be allowed.
Accuracy of the distance meter shall be checked by use of a walking meter, roll-a-tape, or
other suitable device, and the accuracy shal1 be satisfaatory 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 pa°'ssage of the camera are to be at
the option of the Contractor. The cost of retrieving,othe Television camera, under all
circumstances, when it becomes lodged durir�g inspecti�n, shall be incidental to Television
inspection. ` „
2. DOCUMENTATION: Television Inspection Logs: ,Printed location records��shall be kept
by the Contractor and will clearly show fhe location, in �elation 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 recor:ds will be supplied toythe City.
3. PHOTOGRAPHS: Instant developing, 35 mm, or other��stand�rd-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 not0 interfere with the Contractor's
operations. �'�t
4. VIDEOTAPE RECORDINGS: The purpose of tape recording shall be to supply a visual
and audio record of problem areas of the lines thafi 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 u'pon completion of the television
inspection and may be retained a maximum of 30 calendar days.
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Equipment shall be provided to the City by the ContractQr 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 bev. reviewed by the Engineer, no
payment for televising this portion shall be made. Also,; no payment shall be made for
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PART D = SPECIAL CONDITIONS
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portions of lines not televised or portions where manholes cannot be negotiated with the
television camera. .
THE TAPES SHALL BE SUBMITT'ED 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 wk�ich sections of the sanitary
sewer are to be corrected. Tapes will be returned to the Contracior upon completion of
review by the Engineer.
All c�sts associated with this work shall be incidental to unit prices bid for items under
Television Inspection of the Proposal.
C.� PAYMENT OF CLEANING AND PRE-CONSTRUCTION TELEVISION INSPECTION OF
SANITARY SEWERS: The cost for Pre-Construction Cleaning and Television Inspection of
sanitary sewers shall be per linear foot of sewer actually televised. The Contractor shall
provide the Engineer with tapes of a quality that the particular piece of sewer can�be readily
evaluated as to existing sewer conditions and for providing appropriate means for review of .
the tapes by the Engineer including collection and removal, transportation and disposal of
sand and debris from the sewers to a legal dump site.
Television inspection shall include necessary cleaning (hydraulic jet or mechanical cleaner) to
provide video image required for line analysis.
The primary purpose of cleaning is for television inspection and rehabilitation; when a portion
of a line is not or cannot be televised or rehabilitated, the cleaning of that portion of line shall
be incidental and no payment shall be made.
The City makes no guarantee that all of the sanitary sewers to be entered are clear for the
passage of a camera. The methods used for securing passage of the camera are to be at the
option of the Contractor, and the costs must be included in the bid price for N Inspections.
The cost of retrieving the TV Camera, under all circumstances, when it becomes lodged
during inspection, shall be incidental to TV Inspection.
The item shall also include all costs of installing and maintain'ing any bypass pumping
required #o 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:
� 1. TEST PROCEDURE: Manholes shall be tested with all connections in �lace. Lift holes
shall be plugged, and all drop-connections and gas sealing connections shall be installed
prior to testing.
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� 05/18/99 S�%-37
PART D - SPECIAL CONDI,�TIONS
The sewer lines entering the manhole shall be plugge and braced to prevent the plugs
from being drawn into the manhole. The plugs shall b 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 acc�,ordance with the manufacturer's
recommendations. A vacuum of ten inches of inercur�r (10"Hg) shall be drawn and the
vacuum pump will be turned off. With the valve closed,��the level of vacuum shall be read
after the required test time. The required test time shall be determined from the Table I
below in accordance with ASTM C1244-93: :'
Table I� Ig
MINIMUM TIME �tEQUIRED F(�R VACUUM DROP
OF 1" Hg (10"Hg - 9"Hg) (SEC)
Depth of MH. 48-Inch Dia. �� 60-Inch Dia.
(FT.) Manhole �� Manhole
0 to 16' 40 sec. 52 sec.
18'
�20'
22'
24'
26'
28'
30'
For Each
Additional 2'
45 sec. �
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50 sec. �
55 sec.
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59 sec. 1m
64 sec.
69 sec. °�,
74 sec. "
.� .SeC,e ur�
59 °sec.
65 sec.
72 sec.
78 sec.
85 sec.
91 �ec.
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 a�
described above until it has successfully passed the test. �;
Following completion of a successful test, the manhole�� shall be restored to its normal
condition, all temporary plugs shall be removed, all braces, equipment, and..debris shall be
removed and disposed of in a manner satisfactory to the Engineer. .
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C. PAYMENT: Payment for vacuum testing of sanitar� 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. e
D-64 BYPASS PUMPING: The Contractor shall bypass the,rsewage around the section or
sections of sewer to be rehabilitated and/or replaced. The bypass shall be made by plugging
existing upstream manhole and pumping the sewage into,a downstream manhole or adjacer�t
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 sew�mge 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 syster�. Under no circumstance�s will
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PART D - SPECIAL CONDITIONS
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the Contractor be permitted to discharge sewage into the trenches. Payment shall be incidental
to rehabilitation or replacement of the sewer line.
D-65 POST-CONSTRUCTION TELEVISION INSPECTION� OF SANITARY SEWER:
� A. GENERAL: After construction, ALL sections of sanitary sewer lines shall have a television
inspection perFormed. Work shall consist of furnishing all labor, material, and equipment
necessary for inspection of the sewer lines by means of closed circuit television. Satisfactory
� precautions shall be taken to protect the sewer lines from damage that might be inflicted by
the improper use of cleaning equipment.
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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% humi ity conditions. The camera, television monitor, and
other components of the video system hall be capable of producing picture quality to the
satisfaction of the Engineer; and if un atisfactory, equipment shall be removed and no
payment will be made for an unsatisfacto�-y inspection.
C. EXECUTION:
a 1. TELEVISION INSPECTION: The camera shall be moved through the line in either
direction at a moderate rate, stopping when necessary to permit proper doct�mentation of
any sewer service taps. In no case will the television camera be pulled at a speed greater
� than 30 "Feet per minute. Manual .winches, power. winches, N cable, and powered
rewinds o'r other devices that do nQt obstruct the camera view or interfere with proper
document�tion shall be used to move, the camera through the sewer line.
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When manually operated winches are used to pull the television camera th�rough the line,
telephones or other suitable means of communications shall be set up befinreen the two
manholes of the section being inspected to ensu�'e g'ood communications befinreen
members of the crew.
� The imnortance of accurate distance measurements is emnhasized. All television
inspection video tapes shall have a.footage counter. Measurement for location of sewer
service taps shall be above ground by means of ineter device. Marking on the cable, or
� the, like, which would require interpolation for depth of manhole, will not be allowed.
Accuracy of the distance meter shall be checked by use of a walking meter, roll-a-tape, or
other suitable device, and the accuracy shall be satisfactory to the Engineer.
� The City makes no guarantee that all of the sanitary sewers to be entered are clear for the
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
circumstances, when it becomes lodged during inspection! shall be incidental to Television
inspection.
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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.
SC-39
* PART D - SPECIAL CONDITIONS
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2. DOCUMENTATION: Television Inspection Logs: P"�inted location records shall be kept
by the Contractor and will clearly show the location in relation to an adjacent manhole of
each sewer service tap observed during inspection. All television logs shall be referenced
to stationing as shown on the plans. A copy of these ��elevision logs will be supplied to the
City.
3. PHOTOGRAPHS: Instant developing, ,35 mm, .or otfi��r standard-Size photographs of the
television picture of problems shall be taken by t�ie Contractor upon request of the
Engineer, as long as such photographing does �ot interfere with the Contractor's
operations. a�
4. VIDEOTAPE �RECORDINGS: The purpose of tape r�cording shall `be to supply a visual
and audio record of problem areas of the lines tF��t may be replayed. Video tape
recording playback shall be at the same speed that it',yvas recorded. The television tapes
shall be furnished to the City for review immediately upon completion of the television
inspection and may be retained a maximum of 30 ��lendar days. Equipment shall be
provided to the City by the Contractor for review of th°e 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 tanes are of such 000r aualitv that the Enaineet is unable to evaluate the condition
of the sewer line or to locate service connections. the Contractor shall be reauired to re-
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televise and nrovide a aood tane of the line at no ad�litional 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 mant�oles cannot be negoti�ted with the
television camera. �o
D. PAYMENT OF POST-CONSTRUCTION TELEVISIOf� INSPECTION OF SANITARY
SEWERS: The cost for post-construction Television Inspection of s�nitary 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 ev luated as to sewer conditions and
for providing appropriate means for review of the tapes by �e Engineer.
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Television inspection shall include necessary cleaning (hyd�aulic jet or mechanical cleaner) to
provide video image required for line analysis. The q'�antity o� TV inspection shall be
measured as the total length of new pipe installed. All costs associated with this work shall be
included in the appropriate bid item - Post-Construction Television Inspection.
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The item shall also ,include all costs of installing and �maintaining
required to provide reliable, regular sewer service to the area residents
shall be incidental to the project. I�
D-66 SAMPLES AND QUALITY CONTROL TESTING:
any bypass pumping
. All bypass pumping �
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A. The Contractor shall furnish, at its own expense, certifications by a private laboratory for� all
materials proposed to be used on the project, including a mix design for any asphaltic and/or
Portland cement concrete to be used, and gradation analysis for sand and crushed stone to
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SC-40
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PART D - SPECIAL CONDiTIONS
be used along with the name of the pit from which the material was taken. The contractor
r shall provide manufacturer's certifications for all manufactured items to be used in the project
and will bear any expense related thereto.
B. Tests of the design concrete mix shall be made by the contractor's laboratory at least nine
days prior to the placing of concrete using the same aggregate, cement, and mortar which are
to be used later in the concrete. The Contractor shall provide a certified copy of the test
results to the City. ,
C. Quality control testing of in-place material on this project will be performed by the city at its
own expense. Any retesting required as a result of failure of the material to meet project
specifications will be at the expense of the contractor and will be billed at commercial rates as
determined by the City. The failure of the City to make any tests of materials shall in no way
relieve the contractor of its responsibility to�furnish materials and equipment conforming to the
requirements of the contract.
D. Not less than 24 hours notice shall be provided to the .City by the Contractor for operations
requiring testing. The Contractor shall provide access and trench safety system` (if required)
for the site to be tested, and any wc�rk effort involved� is deemed to be included in the unit
price for the item being tested.
E. The Contractor shall provide a copyf�f the trip ticket for each load of fill material delivered to
the job site. The ticket shall specify tF�e name of the pit supplying the fill material.
D-67 TEMPORARY EROSION, SEDItiENT, AND WATER POLLUTION CONTROL:
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DESCRIPTION: This item shall onsist of temporary soil erosion sediment and water
pollution control measures deeme necessary by the Engineer for the duration of the
contract. These control measures s all at no time be used as a substitute for the permanent
control measures unless otherwise directed by the Engineer and they shall not include
measures taken by the CONTRA� OR to control conditions created by his construction
operations. The temporary measu�es shall include dikes, dams, berms, sediment basins,
fiber mats, jute netting, temporary s�eding, straw mulch, asphalt mulch, plastic liners, rubble
liners, baled-hay retards, dikes, slop drains and other devices.
CONSTRUCTION REQUIR�MENT : The Engineer has the authority to define erodible earth
and the authority to limit the surfa e area of erodible-earth material exposed by preparing
right-of-way, clearing and grubbing, the surface area of erodible-earth material exposed by
excavation, borrow and to direct th� CONTRACTOR to provide temporary pollution-control
measures to prevent contamination ��f 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, �lope drains and use of temporary mulches, mats,
seeding, or other control devices or Jmethods directed by the Engineer as necessary to coritrol
soil erosion. Temporary pollutionlcontrol measures shall be used to prevent or correct
erosion that may develop during �Construction prior to installation of permanent pollution
control features, but are not associ'�ted with permanent control features on the project. The
Engineer will limit the area of prep� ring right-of-way, clearing and grubbing, excavation and
borrow to be proportional to the �ONTRACTOR'S capability and progress in keeping the
finish grading, mulching, seeding,� and other such permanent pollution-cohtrol measures
� o��s�ss SC-41
PART D - SPECIAL COND11'IONS
current in accordance with the accepted schedule. Shoul� seasonal conditions make such
limitations unrealistic, temporary soil-erosion-control measures shall be perFormed as directed
by the Engineer. !'.
Waste or disposal �areas and construction roads shall be located and constructed in a
manner that will minimize the amount of sediment enterin� streams.
2. When work areas or material sources are located in o� 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 �ihe construction and removal of
such barriers to minimize the muddying of a stream. 'u
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3. All waterways shall be cleared as soon as practicable of �alse work, piling, debris or other
obstructions placed during construction operations that are not a part of the finished work.
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4. The Contractor shall take sufficient precautions to prevent pollution of streams, lakes and
reservoirs with fuels, oils, bitumens, calcium chloride or ��her harmful materials. He sh�ll
conduct and schedule his operations so as to avoid or mihimize siltation of streams, lakes
and reservoirs and to avoid interference with movement of migratory fish.
C. MEASUREMENT AND PAYMENT: All work, materials and equipment necessary to provide
temporary erosion control shall be considered subsidiary to tl�e contract and no extra pay will
be given for this work.
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D-68 INGRESS AND EGRESS/OBS�'RUCTION 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. D�ives 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 d� construction� Notification shall
be made to an owner prior to his driveway being removed and/or �ebt�ilt.
D-69 PROTECTION OF TREES, PLANTS AND SOIL: All pro�perty along and adjacent to the
Contractors' operations including lawns, yards, shrubs, trees, etc., shall be preserved or restored
after completion of the work, to a condition equal to or better than ,�xisted prior to start of work.
Any trees or other landscape features scarred or damaged by the ContractoYs 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" diamet�Mer or larger shall be thoroughly
treated as soon as possible with a tree wound dressing. �
D-70 'SITE RESTORATION: The contractor shall be responsible for restoring the site to
original grade and condition after completion of his operations subject to approval of the
Engineer. The basis for approval by the Engineer will be grade��restoration to plus minus one-
tenth (0.1) of a foot. '
D-71 CITY OF FORT WORTH STANDARD PRODUCT LIST: Proposed products submitted in
the bid documents must appear in the latest "Ciry of Fort Worth Standard Product �List, for.the bid
to be considered responsive. Products and processes listed in tl�e "City of Fort Worth Standard
Product List, sh�ll be considered to meet City of Fort Worth minim�tm technical �requirements.
o��a�ss SC-42
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PART D - SPECIAL CONDITIONS
D-72 STATE REVOLVING FUND (SRF} REQUIREMENTS: This project, in addition to standard
City of Fort Wo�th requirements, may involve certain State requirements. These requiremer�ts, if
applicable, are provided in the following documents and should thoroughly be reviewed and
completed by the contractor. They include: .
�1. At the Time �f C�ntract Dacument Execution
• ED-103-Contractors Act of Assurance
• ED-104-Resolution
Work required to conform to these requirements shall be considered subsidiary and no extra
payment will be made. �
The SRF requirements are included in Appendix A.
D-73 TOPSOlL, SODDING AND SEEDING:
the City of Fort Worth Parks and Community
Sodding and Seeding.
1. TOPSOIL
This item shall be pertorr�ed in accordance with
Services Department Specifications for Topsoil,
DESCRIPTION: This item will consisi of furnishing and placing a minimum of six (6) inches of
topsoil, free from rock and foreign material, in all parkways and medians to the lines and
grades as established by the Engineer. .
CONSTRUCTION METHODS: Topsoil will�be secured from borrow sources as required to
� supplement material secured from street excavation. All excavated materials from streets
which is suitable for topsoil will be used in the parkways and medians before any topsoil is
obtained from a borrow source. Topsoil material secured from street excavation shall be
� stockpiled at locations approved by the Engineer, and at completion of grading and paving
operations, topsoil shall be placed on parkway areas so as to provide a minimum six (6)
inches of compacted depth of topsoil parkways.
� 2. SODDING
� 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.
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MATERIALS: Sod shall consist of live and growing Bermuda, Buffalo or St. Augustine grass
secured from sources where the soil is fertile. Sod to be placed during the dormant state of
these grasses shall be alive and acceptable. Bermuda and Buffalo grass sod shall have a
healthy, virile root system of dense, thickly matted roots throughout a two (2) in�h minimum
thickness of native soil attached to the roots. St. Augustine grass sod shall have a healthy,
virile root system of dense, thickly matted roots t(�roughout a one (1) inch minimum thickness
of native soil attached to the roots. i
� o��siss SC-43
PART D- SPECIAL CONf�I!�. IONS
The sod shail be free from obnoxious� weeds or other g�asses and shall not contain any
matter deleterious to its growth or which might affect it5° subsistence or hardiness when
transplanted. Sod to be placed between curb and walk a�d 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 r�iots of the sod during the process
of excavating, hauling, and planting. Sod material shall be kept moist from the time it is dug
until planted. When so directed by the Engineer, the sod existing at the source shall be
watered to the extent required prior to excavating. Sod maferial shall be planted within three
days after it is excavated. "
CONSTRUCTION METHODS: After the designated areas have been completed to the lines,
grades, and cross-sections shown on the Drawings and as provided for in other items of the
contract, sodding of the type specified shall be perfr�rmed in accordance with the
requirements hereinafter described. Sodding shall be ��ither "spot" or "block' ; either
Bermuda, Buffalo or St. Augustine grass.
a. Spot Sodding
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Furrows parallel to the curb line or sidewalk lines, twelvea(12) inches on centers or to the
dimensions shown on the Drawings, staall be opened ��n areas to be sodded. In all
furrows, sod approximately three (3) irtches square °shall be plac�ed on twelve (12) inch
centers at proper depth so that the top of the sod shall�'�ot 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 b,�ock and then the entire sodded
area shall be carefully rolled with a heavy, hand roller dev�loping fifteen (15) to twenty-five
(25) pounds per square inch compression. Hand tamping„may be required on ter�aces.
d;
Block Sodding.
At locations on the Drawings or where directed, sod blocks shall be carefully placed on
the prepared areas. The sod shall be so placed"that the°Pentir� de�ignated area shall be
covered, and any voids left in the block sodding shall be filled with additional sod and
tamped. The entire sodded area shall be rolled and tamped to form a thoroughly compact
solid mass. Surfaces of block sod, which, in the opinion o� 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 thFough �he sod block to the firm earth,
sufficiently close to hold the block sod firmly in place. •
When necessary, the sodded areas shall be smoothed afl�r 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 pla�ting 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 mani�er and quantity directed by the
Engineer until completion and final acceptance of the project by the City of Fort Worth.
o��aiss SC-44
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� 3. SEEDING
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The specified seed shall equal or exceed the following percentages of Purity and
germination: � ,
� DESCRIPTION: "Seeding" will consist of preparing ground, providing and planting seed or a
mixture of seed of the kind specified along and across s�uch areas as may be designated on
the Drawings and in accordance with these Specifications.
� MATERIALS: .
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a. General. All seed used must carry a Texas Testing Seed label showing purity and
germination, name, type of seed, and that the seed meets all requirements of the Texas
Seed Law. Seed furnished shall be of the previous season's crop and the date of analysis
shown on each tag shall be within nine (9) months of time of delivery to the project. Each
variety of seed shall be furnished and delivered in separate bags or containers. A sample
of each variety of seed shall be furnished for analysis and testing when directed by the
Engineer. '
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PART D - SPECIAL CO,jVDITIONS
Common Bermuda Grass
Annual Rye Grass
Tall Fescue
Western Wheatgrass
Buffalo Grass Varieties
Top Gun
Cody
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95%
95%
95%
95%
95%
95,%
Germination
90%
95%
90%
90%
90%
90%
Table 120.2.(2)a.
URBAN AREA WARM-SEASON SEEDING RATE (Ibs.); Pure Live Seed (PLS)
Mixture for Clav or Tiaht Soils Mixture for
Sandv Soils
ates (Eastern Sections) (Western Sections) (All Sections)
Feb 1 Bermudagrass 40 �uffalograss 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
SC-45
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50
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PART D - SPECIAL CONDITIONS
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Total: 100
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CONSTRUCTION METHODS: After the designated areas have been compieted 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.
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a. Watering. Seeded areas shall be watered as directe�'� by the Engineer so as to prevent
washing of the slopes or dislodgment of the seed. „
b. Finishing. Where applicable, the shoulders, slopes, and ditches shall be smoothed after
seed bed preparation has been completed and sha�ed to conform to the cross-section
previously provided and existing at the time planting operations were begun.
BROADCAST SEEDING: The seed or seed mixture �n the quantity specified shall be
uniformly distributed over the areas shown on the Drawing's and where directed. If the sowing
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 botfi is obtained. "Finishing" as
specified in Section D-46, Construction Methods, is n�t applicabl'e since no seed bed
preparation is required. "c
DISCED SEEDING: Soil over the area shown on the Drawings as directed to be seeded shall
be loosened to a minimum depth of three (3) inches and all particles in the seed bed shall be
reduced to less than one (1) inch in diameter or they shal(:' be removed. The area shall then
be finished to line and grade as specified under "Finishing" in Section D-46, Construction
Methods. .�
The seed, or seed mixture, specified shall then be planted at the rate required and the
application shall be made uniformly. If the sowing of �seed is by hand rather than by
mechanical methods, seed shall be raked or harrowed into the soil to a depth of
approximately one-eight (1/8) inch. The planted area shall �e 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 ar�a shov�'n on the Drawings, or as directed
to be seeded, shall be loosened to the`minimum depth of t�iree (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. � �I�
Water shall then be applied to the cultivated area of the seed bed until a minimum depth of six
(6) inches is thoroughly moistened. ' �E
After the watering, when the grountl has become sufficientl�r tlr� to be loose and pliable, the
seed, or seed mixture specified, shall then be planted at theurate required and the application
shall be„ made uniformly. If the sowing of seed is by hand,,��ather than mechanical methods,
the seed shall be sown in two directions at righ"t angles to e�'ch 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 harrQwed into the soil to a depth of
approximately one-quarter (1/4) inch. The planted surface area and giving a smooth surface
o��siss SC-46
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PART D - SPECIAL CONDITIONS
without ruts or tracks. In between the time compacting is completed and the asphait is
applied, the planted area shall be wat�red 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
Ir1 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. �
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RE-SEEDING OF AREAS PLANTED WITH COOL SEASONS SPECIES: Areas where
temporary cool season species have besn 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 dpwn to a height of one (1) inch
to insure that slit-seeding equipment will be able to cut through� the turf and achieve adequate
soil penetration. �
* Slit-seeding, is achieved through the use of an implement which cuts a furrow (slit)� in the
soil and places the seed in the slit which is then pressed close with a cultipacker wheel.
CONSTRUCTION WITHIN PARK AREAS
TURF RESTORATION OF PARK AREAS: FERTILIZER
DESCRIPTION: "Fertilizer" will consist of providing and distributing fertilizer over such areas
as are designated on the Drawings and in accordance with these Specifications.
MATERIALS: All fertilizer used shall be delivered in bags or containers clearly labeled
showing the analysis. The fertilizer is subject to testing by the City of Fort Worth in
accordance with the Texas Fertilizer Law. A pelleted or granulated fertilizer shall be used with
an analysis of 16-20-0 or 16-5-8 or,having the analysis shown on the Drawings. The figures
in the analysis represent the percent of nitrogen, phosphoric acid, and potash nutrients
respectively as determined by the methods of the Association of Official Agricultural
Chemists.
In the event it is necessary to substitute a fertilizer of a different analysis, it shall be a pelleted
or granulated fertilizer with a lower concentration. Total amount of nutrients furnished and
applied per acre shall equal or exceed that specified for each nutrient.
� CONSTRUCTION METHODS: When an item, for fertilizer is included in the Drawings and
proposal, pelleted or granulated fertilizer shall be applied uniformly over the area specified to
be fertilized and in the manner directed for the particular item of work. Fertilizer shall be dry
Q and in good physical condition. Fertilizer that is powdered to caked will be rejected.
Distribution of fertilizer as a particular item of work shall meet the approval of the Engineer.
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PART D - SPECIAL CON[�`1TIONS
Unless otherwise indicated on the Drawings, fertilizer ��hall be applied uniformly at the
average rate of three hundred (300) pounds per acre f�or all types of "Sodding" and four
hundred (400) poun�ds per acre for all types of "Seeding". �G
MEASUREMENT:� Topsoil secured from borrow sources will be measured by the square yard
in place on the project�site. Measurement will be made ori�ly on topsoils secured from borrow
sour.ces. .
Acceptable mate�ial for "Seeding" will be measured by the linear foot, complete in place.
Acceptable material for "Sodding" will be measured by the �inear foot, complete in place.
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Acceptable material.for "Fertilizer" shall be subsidiary to tF�e price of sodding or seeding.
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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 tabor,
equipment, tools, supplie�, and incidentals necessary to cor'i�plete work. .
All labor, equipment, tools and incidentals necessary to supply, transp�rt, 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 tFie 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 surplt�s materials; ar�d for all materials,
labor, equipment, tools and incidentals necessary to�comple�e the work, all in accordance with
the Drawings and these Specifications.
The work performed and materials furnished and s'�neasured as provided under
"Measurement" shall be paid for at the unit price for "Seeding", or "Sodding", of the type
specified, as the case may be, which price shall each be f�ll 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 p;�id for directly, but is considered
subsidiary to Sodding and Seeding.
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D-74 CONFINED SPACE ENTRY PROGRAM: It shall be the responsibility of the contractor to
implement and maintain a variable "CONFINED SPACE ENTR PROGRAM" which must meet
OSHA requirements for all its employees and su�contractors at�ll times during construction. All
active sewer manholes, regardless of depth, are defined by O�HA as "permit required confined
spaces". Contractors shall submit an acceptable "CONFINED �'PACE ENTRY PROGRAM" for
all applicable manholes and maintain an active file for these m�anholes. The cost of� complying
with this program shall be subsidiary to the pay items involving work in confined spaces.
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D-75 SUBSTANTIAL COMPLETION INSPECTION/F1NAL INSPECTION:
o�raiss SC-48
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PART D - SPECIAL CONDITIONS
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1. Prior to the finai inspection being conducted for the project, the contractor shaii contact
the city inspector in writing when the entire project or a designated portion of the project is
substantially complete.
2. The inspector along with appropriate City staff and the City's consultant shall make an
� inspection of the substantially completed work and prepare and submit to the contractor a
list of items needing to be completed or corrected.
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3. The contractor shall take immediate steps to rectify the listed deficiencies and notify the
owner in writing when all the items have been completed or corrected.
4. Payment for supstantial completion inspection as well as final inspection shall be
subsidiary to the project price. Contractor shall still be required to address all other
deficien�ies which are discovered at the time of final inspection. .
5.
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1. The Contractor shall be responsible for taking measures to minimize damage to tree
0 limbs, tree trunks, and tree roots at each work site. All such measures shall be
considered as incidental work included in the Contract Unit Price bid for applicable pipe or
structure installation except for short tunneling/tree augering.
� 2. �Any and all trees located within the equipment operating area at each work site shall, at
the direction of the Engineer, be protected by erecting a"snow fence" along the drip line
� or edge of the tree root system between tree and the construction area.
3. Contractor shall inspect each work site in advance and arrange to have any tree limbs
� pruned that might be damaged by equipment operations. The Engineer shall be notified
at least 24 hours prior to any tree trimming work. No trimming work will be permitted
within private property without written permission of the Owner.
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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
Final inspection shall be in conformance with general condition item "C5-5.18 Final
Inspection" of PART C- GENERAL CONDITIONS.
EXCAVATION NEAR TREES:
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.
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PART D - SPECIAL COND�TI�ONS
9. Short tunneling shall consist of power augering or hanc� excavation. The tunnel diameter
shall not be larger than 1-1/2 times the outside pipe dia'meter. Voids remaining after pipe
installation shall be pressure grouted. �,
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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 eancasement as measured in place
along the centerline of the. pipe for each pipe diameter indicat,ed. The Contract Unit Price shall
include all costs associated with installation and reinforcement of the concrete encasement.
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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. o,
D-79 EXPLORATORY EXCAVATION (D-HOLE): The Contractor shall be responsible for
verifying the locations of all existing �tilities prior to construction,�ain accordance with item D-22.
At locations identified on the drawings, contractor shall conduct an exploratory excavation (D-
Hole), to locate and verify the location and elevation of the existin� underground utility where it
may be in potential confl�ict"with a proposed facility alignment. ��fhee exploratory excavation shall
be conducted prior to construction oi the entire project only at locations denoted on the plans
or as directed by the engineer. Contractor shall submit a repo�t of findings (including surveyed
elevations of�existing conflicting utilities) to the City prior to the start of construction of the entire
project. If the contractor determines an existing utility is in confli�t with the proposed facility, the
contractor shall contact the engineer immediately for appropriate��design modjfications..
The contractor shall make the necessary repairs at the exploratc�ry excavation (D-Hole) to obtain
a safe and proper driving surtace to ensure the safety of the '�eneral public and �to meet the
approval of the City inspector. The contractor shall be liable for any and all damages incurred
due to the exploratory excavation (D-Hole). ��
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Payment shall not be made for verification of existing utilities, per item D-22. Payment for
exploratory excavation (D-Hole), at locations identified on th� plans or as directed by the
Engineer, shall include full compensation for all materials, excavation, surface restoration, field
surveys, and all incidentals necessary to complete the work, shall be the unit price bid. No
payment shall be made for exploratory excavation(s) conducted �fter construction has begun.
D-80 INSTALLATION OF WATER FACILITIES
80.1 Polyvinyl Chloride (PVC) Water Pipe: POLYVINYL Chloride Plastic Water Pipe
and fittings on this Project shall be in accordance with the rT'�aterial standard contained in the
General Contract Documents. Payment for work such as backfill, bedding, blocking,
detectable tapes and all other associated appurtenant required, shall be included in the
linear foot price bid of the appropriate BID ITEM(S). ���
o��a�ss SG50
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PART D - SPECIAL CONDITIONS
80.2 Blockin�: Concrete blocking on this Project will necessarily be required as shown
on the Plans and shall be installed in accordance with the General Contract Documents. All
valves shalt have concrete blocking provided for supporting. No separate payment will be
made for any of the work involved for the item and all cpsts incurred will be considered to be
included in the linear foot bid price of the piPe or the bid price of the valve.
x80.3 Type of Casing Pipe:
1. WATER: -
The casing pipe for operi cut and bored or tunneled section shall be AVWVA 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 AWWA C-203.
Touch-up after field welds shall provide coating equal to those specified above.
C. Minimum thickness for casing pipe used shall be 0.375 inch.
� Stainless Steel Casing Spacers (centering style) such as manufactured by Cascade
Waterwork� Manufacturing Comp�ny or an approved equal shall be used on all non-
concrete pipes when installed in casing. Installation shall be as recommended by the
manufacturer.
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2. SEWER:
Boring used on this project shall be in accordance with the material standard E1-15 and
Construction standard E2-15 as per Fig. 110� of the General Contract Documents.
� 3. PAYMENT:
Payment for all materials, labor, equipment, excavation,
incidental work shall be included in the unit price bid per foot.
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concrete grout, backfill, and
80.4 Tie-Ins: The Contractor shall be responsible for making tie-ins to the existing
water mains. It shall be the responsibility of the Contractor to verify the exact location and
elevation of the existing line tie-ins. And any differences in locations and elevation of
existing line tie=ins befinreen the contract drawings and what may be encountered in the
field shall be considered as incidental to construction. The cost of making tie-ins to
existing water or sanitary sewer mains shall be includ�d in the linear foot bid price of tFie
pipe.
80.5 Connection of Existing Mains: The Contractor shall determine the exact
location, elevation, configuration and angulation of existing water or sanitary sewer lines
prior to manufacturing of the connecting piece. Any differences in locations, elevation,
configuration, and or angulation of existing lines between the contract drawings and what
may be encountered in the said work shall be considered as incidental to construction.
Where it is required to shut down existing mains in order to make proposed connections,
such down time shall be coordinated with the Engineer, and all efforts shall be made to
keep this down time to a minimum. In case of shutting down an existing main, the
SG51
PART D - SPECIAL CONDITIONS
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Contractor shall notify the Manager, Construction S�'rvices, Phone 871-7813, at least 48-
hours prior to the required shut down time. The �Contractor's attention is directed to
Paragraph C5-5.15 INTERRUPTION OF SERVICE, Page C5-5(5), PART C- GENERAL
CONDITIONS OF THE WATER DEPARTMENT GE;NERAL CONTRACT DOCUMENTS
AND GENERAL SPECIFICATIONS. The Contrac�or shall notify the customer both
personally and in writing as to the location, time, and chedule of'the service interruption.
The cost of removing any existing concrete blocki�g shall be included in th� cost of
connection. Unless bid separately all �cost incurred�� shall be included in the linear foot
price bid for the appropriate pipe size. d�
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 replac�ment is to be '�onnected. This may require closing
valr�es in other lines` and putting consumers out "Qf service for that period of time
necessary to cut in the new valve; the work must be gxpedited to the utmost and all such
cut-ins must be coordinated with the engineer in charge of inspection. All consumers shall
be individually advised prior to the shut out and advis�d 'of the approximate length of time
they may be without service. "
Payment for work such as backfill, be,dding, fittings�� blocking and all other associated
appurtenants required, shall be included in the price of the appropriate bid items.
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80.7 Water Services: The relocation, replacemenf; 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 ,�dentified by the 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, typ� K copper water tubing, curb stops
with lock wings, meter boxes, and if'required approved;manufactured
service branches. All materials used shall be as specified in the Material Standards (E1-
17 & E1-18) contained in the General Contract Docum�nts.
All water services to be replaced shall be installed �t a minimum depth of 36 inches
below final grade. ��
All existing 3/4-inch water service lines wh'rch are to be replaced shall be replaced with 1-
inch Type K copper, 1-inch diameter tap saddle when required, and 1-inch �corporation
from the main line to the meter box. ,.
All services which are to be replaced or relocated shall be installed with the service main
tap and service line being in line with the service meter Unless otherwise directed by the
Engineer. n� �
A minimum of 24 hours advance notice shall be give� when service interruption will be
required as specified in Section C5-5.15 INTERRUPTION OF SERVICE.
All water service meters shall be removed, tagged, arad collected by the contractor for
pickup by the Water Department for reconditioning or re"placement. After�installation of the
water service in the proposed location and receipt of a meter from the p,roject inspector
05/i 8/99 S C-rJ2
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the contractor shall install the meter. The meter box shall be reset �as necessary to be
flush with existing ground or as otherwise directed by the Engineer. All such work
on the outlet side of the service meter shall be pertormed by a licensed plumber.
1. WATER SERVICE REPLACEMENTS: Water service replacement or relocation is
required when the existing service is lead or� is too shallow to avoid breakage during street
� reconstruction. The contractor shall replace the existing service line with Type K copper
from the main to the meter, curb stop with lock wings, and corporatibn 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 customer service line within the 5 foot area shall be
subsidiary to the service installation. . �
Payment for all work and materials such as tap saddle (if required), corporation stops, and
fittings shall be included in the price bid for Service Taps to Main.
2. WATER SERVICE RECONN�CTION: 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.
3. WATER SERVICE METER AND METER BOX RELOCATIONS: When the replacement
and relocation of a water service and meter box is required and the location of the meter
and meter box is moved more than twelve (12) inches, as measured from the center line
of the existing meter to location to the center line of the proposed meter location, separate
payment will be allowed for the relocation of service meter and meter box. Centerline is
defined by a line extended from the service tap through the meter. Only relocations made
perpendicular to this centerline will be paid for separately. Rel�cations made along the
centerline will be paid of in feet of copper service Ijne.
� When relocation of service meter and meter box is required, payment �for all wark and
materials such as backfill, fittings, five (5) feet of type K copper service and all materials,
labor, and equipment used by and for the licensed plumber shall be included in the price
� bid for the service meter relocation. All other costs will be included in other appropriate
bid item(s).
This item will also be used to pay for all service meter and meter box relocations as
� required by the Engineer when the service line is not being replaced. Adjustment of only
the meter box and customer service line within 5 feet distance behind the meter will not
� justify separate payment at any time. Locations with multiple service branches will be
paid for as one service meter and meter box relocation.
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ao��aiss SG53
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PART D - SPECIAL CONDITIONS
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4. NEW SERVICE: When new services are required tFie co,ntractor shall install tap saddle
(when required), corporation stop, type K copper se �� ice line, curb stop with lock wings,
and meter box. :,,
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Payment for all work and materials such as backfill�.�fittings, type K copper tubing, and
curb stop with lock wings shall be included in the Li�ear Foot price bid for Service Line �
from Main to Meter five (5) feet behind the meter.
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Payment for all work and materials such as tap saddle., co�poration stops, and fittings'shall
be included in the price bid for Service Taps to Mains.
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Payment for all work and materials such as furnishing�"and setting new meter box shall be
included in the pri�e bid for furnish and set meter box.
5. MULTIPLE SERVICE �BRANCHES: When multiple service branches are required the
contractor shall furnish approved factory manufactured�; branches.
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Payment for multiple service branches will include furnishing and installing the multiple
service branch only and all other cost will be included i� other appropriate bid item(s).
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6. MULTIPLE STREET SERVICE LINES TO SINGLE SERVICE METER: Any multiple
service lines with taps servicing a single service mete� encouri`tered during .construction
shall be replaced with one service fine 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 appr�priate 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 w�ter 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 �he 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�r
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A 2-inch tapping saddle and 2-inch corporation stop or 2-inch gate valve with an
appropriate fire hydrant adapter fitting shall be, require� at the temporary service point of
connection to the City water supply. The 2-inch temporary service main and 3/4-inch
service lines shall be installed in accordance to the attached figures 1, 2 and 3. 2"
temporary service line shall be cleaned and sterilized by using chlorine gas or chlorinated
lime (HTH) prior to installation. ��
A two-inch meter will be furnished by the Water Department Meter Shop and installed by
the Contractor at its point of connection to the City �rvater supply for record keeping
purposes only. The out-of-service meters shall be removed, tagged and collected by the
Contractor for delivery to the Water Department M�ter Shop for reconditioning or
replacement. Upon restoring permanent service, the Contractor shall re-install the meters
at the correct location. The meter box shall be reset a�s necessary to be flush with the
existing ground or as otherwise directed by the Engineer:•
o��aiss SC-54
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PART D - SPECIAL CONDITIONS
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The temporary service layout shall have a minimum available flow rate of 5 GPCv1 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. �
p 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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Payrnent for work such as fittings, 3/4-inch service lines, asphalt, barricades, all service
connections, removal of temporary services and all other associated appurtenants
required, shall be included in the appropriate bid item. .
80.9 Adjust Manholes, and 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
inciderltals necessary to complete the work.
80.10 Adjust Water Valve Boxes: Contractor will be responsible for adjusting water
valve boxes to match new pavement grade. The water valves themselves will be
adjusted, if necessary, by City of Fort Worth Water Department forces.
Prior to the beginning of work, the Contractor shall make an inventory of the condition of
existing water valve boxes. The Construction Engineer will field verify this inventory and
provide the Contractor replacements�for broken valve bo�es. The contractor shall replace
the valve boxes which are damaged during construction t no cost to the City.
The unit price bid per each will be full compensation fc r all labor, materials, equipment,
tools, and incidentals necessary to complete the work.
80.11 Purging and Sterilization of Water Lines: B fore being placed into service all
newly constructed water lines shall be purged and ster��ized in accordance with E2-24 of
the General Contract Documents and Specifications �except as modified herein. The
Contractor will furnish all water for INITIAL cleaning ar�d sterilization of water lines. All
materials for construction of the project, including approp�riately sized "pipe cleaning pigs",
chlorine gas or chlorinated lime (HTH) shall be fumish�d by the Contractor. Chlorinated
lime (HTH) shall be used in sufficient quantities to provide a chlorine residual of fifty (50)
PPM. The residual of free chlorine shall be measured a�ter 24 hours and shall not be less
than 10 parts per million of free chlorine. Chlorinated lirvater 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 �ot be placed in service until two
successive sets of samples, taken 24 hours apart, hav� met the established standards of
purity. �
Purging and sterilization of the water lines shall be con��r idered as incidental to the project
and all costs incurred will be considered to be includec� in the linear foot bid price of the
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SC-55
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PART D - SPECiAL CONC�ITIONS
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80.12 Work Near Pressure Piane Boundaries: Contractor shall take note that the
water line to b� replaced under this contract may cros� or may be in close proximity to an
existing pressure plane boundary. Care shall be taken to ensure all "pressure plane"
valves installed are installed closed and no cross connections are made between pressure
planes "�
80.13 Water Sample Station:
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GENERAL: °
All'water sampling station installations will be per attached Figure 34 or as required in
large virater meter vaults as per Figure 33 unless otherwise directed by the Engineer.
The appropriate water sampling station will be furnish�;d to the Contractor free of charge;
however, the Contractor will be required to pick up �this item at the Field Operations
Warehouse. ";"
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PAYMENT FOR FIGURE 34� INSTALLATIONS: Pa}�i�nent for all work 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 M�in to Meter.
Payment for all work and materials necessary for the i�stallation t�p saddle (if required),
corporation stops, 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,
concrete support block, curb stop, fittings, and an i cidental 5-feet of type K copper
service line which are � required to provide� a� comple�e and functional water �sampling
station shall be included in the price bid for Water Samp� Stations. �
PAYMENT FOR FIGURE 33 INSTALLATIONS: Pay�ent 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 ir��tallation of the sampling station,
modification to the vault, fittings, and all type K copper service line which are required to
provide a complete and functional water sampling statior� shall be included in the price bid
for Water Sample Stations. �
80.14 Ductile Iron and Gray Iron Fittings:
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Reference Part E2 Construction Specifications, Section' E2-7 Installing Cast Iron Pipe,
fittings, and Specials, Sub section E2-7.11 Cast Iron Fittings: the first Paragraph shall be
revised to read as follows: "
E2-7.11 DUCTILE-IRON ANl7 GRAY-IRON FITTING�� All ductile-iron and gray-iron
fittings shall be furnished with cement mortar lining as sf�ted in Section E1-7. The price
bid per ton of fittings shall be payment in full for all fitting�, joint accessories, polyethylene
wrapping, horizontal concrete blocking, vertical tie-down �oncrete blocking, and concrete
cradle necessary for construction as designed. ��d �
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PART° D - SPECIAL CONDITIONS
All ductile-iron and gray-iron frttings, valves and specials shal� be wrapped with
polyethylene wrapping conforming to Material Specification E1-13 and Construction
Specification E2-13. Wrapping shall precede horizontal concrete blocking, vertical tie-
down concrete blocking, and concrete cradle. Payment for the polyethylene wrapping,
horizontal concrete blocking, vertical tie-down concrete blocking, and concrete cradle shall
be included in bid items for vales and fittings and no other payments will be allowed.
D-81 SPRINKLING FOR DUST CONTROL:
All applicable provisions of Standard �pecifications Item 200, "Sprinkling for Dust Control" shall
apply. However, no direct payment wil� be made for this item and it shall be considered to this
contract.
D-82 DEWATERING:
The Contractor shall b� responsible for determining the method of dewatering operation for the
water o.r sewage flows from the existing mains and ground water. The Contractor shall be
responsible for damage of any nature resulting from the dewatering operations. ,
The DISCHARGE from any dewatering operation shall be conducted as approved by the
Engineer. Ground water shall not be discharged into sanitary sewers.
Dewatering shall be considered as incidental to a construction and all costs incurred will be
considered to be included in the project price.
D-83 TRENCH EXCAVATION ON DEEP TRENCHES:
Contractor to prevent any water flowing into open trench during construction. Contractor shall not
leave excavated trench open overnight. Contractor shall fill any trench the same day of
excavation. No extra payment shall be allowed for this special condition.
D-84 TREE PRUNING: �
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REFERENCES: National Arborist�Association's "Pruning Standards for Shade Trees".
ROOT PRUNING EQUIPMENT
1. Vibratory Knife
2. Vermeer V-1550RC Root Pruner
NATURAL RESOURCES PROTECTION FENCE
1. Steel "T" = Bar stakes, 6 feet long.
2. Smooth Horse-Wire: 14-1/2 gauge (medium gauge) or 12 gauge (heavy gauge).
3. Surveyor's Plastic Flagging: "Tundra" weight, International fluorescent orange or red
color. �
S C-57
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PART D - SPECIAL COND�TIONS
4. Combination Fence: Commercially manufactured ��Ombination soil separator fabric on
wire mesh backing as shown on the Drawings. ,
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ROOT PRUNING �
e�.
1. Survey and stake location of root pruning trenches as shown on drawings.
2. Using the approved specified equipment, make a c€��t a minimum of 36 inches deep in
order to minimize damage to the undisturbed root zQ�e.
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3. Backfill and compact the trench immediately after tr�nching.
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4. Place a 3-foot wide by 4-inch deep cover of mulch over the trench as required by the
Engineer. �� ,
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5. Within 24 hours, prune flush" with ground' and backfill any exposed roots due to
construction activity. Cover with wood chips of mulch in order to equalize soil
temperature and minimize water loss due to evaporation. �
6. Limit any grading work within consenratioh 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. "
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Tree Pruning shall be considered subsidiary to the project contract price:
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PART D - SPECIAL CONDITIONS
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D-85 TREE REMOVAL:
Trees to be removed shall be removed using applicable methods, inciuding stump and root ball
removal, loading, hauling and dumping. Extra caution shall be taken to not disrupt existing
utilities both overhead and buried. The Contractor shall immediately repair or replace any
damage to utilities and private property including, but not limited to, water and sewer services,
pavement, fences, walls, sprinkler system piping, etc., at no cost to the Owner. All costs for tree
removal, including temporary service costs, shall be considered subsidiary to the project contract
price and no additional payment will be allowed.
D-86 TEST HOLES:
The matter of subsurFace exploration to ascertain the nature of the soils, including tFie amount of
rock, if any, through which this pipeline installation is to be made is the responsibility of any and
all prospective bidders, and any bidder on this project shall submit his bid under this condition.
Whether prospective bidders perform this subsurtace exploration jointly or independently, and
whether they make such determination by the use of test holes or other means, shall be left to the
discretion of such prospective bidders. � �
If test borings have been made and are provided for bidder's •information, at the locations shown
on the logs of borings in the appendix of this specification, it is expressly declared that neither the
City nor the Engineer guarantees the accuracy for the information or .that the material
encountered in excavations is the same, either in character, location, or elevation, as shown on
the boring logs. It shall be the responsibility of the bidder to make such subsurface investigations
as he deems necessary to determine the nature of the material to be excavated. The Contractor
assumes all responsibility for interpretation of these records and for making and maintaining the
required excavation and of doing other work affected by the geology of the site.
The cost of all rock removal and other associated appurtenances, if required, shall be included in
the linear foot bid price of the pipe.
o��a�ss S C-59
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PART DA - ADDITIONAL SPECIAL CONDITIONS
DA-1 PIPELINE REHABILITATION CURED-IN-PLACE PIPE ............................................. OMITTED
DA-2 PIPELINE REHABILITATION PIP� ENLARGEMENT SYSTEM ......................................ASC-3
DA-3 PIPELINE REFiABILITATION FOLD AND FORM PIPE ............................................. OMITTED
DA-4 SLIPLINING ................................................................................................................OMITTED
DA-5 PIPE INSTALLED BY OTHER THAN OPEN CUT ...................................................... OMITTED
DA-6 SERVICE LINE POINT REPAIR / CLEANOUT REPAIR ` .:.......................................... OMITTED
DA-7 PROTECTIVE MANHOLE COATING FOR CORROSION PROTECTION ......................ASC-10
DA-8 MANHOLE REHABILITATION ITEMS ....................................................................... OMITfED
DA-9 SURFACE PREPARATION FOR MANHOLE REHABILITATION ............................... OMITTED
DA-10 INTERIOR MANHOLE COA7ING - MICROSILICATE MORTAR SYSTEM ................ OMITTED
DA-11 INTERIOR MANHOLE COATING - QUADEX SYSTEM ............................................. OMITT'ED
DA-12 INTERIOR MANHOLE COATING - SPRAYVI/ALL SYSTEM ..........................................ASC-13
DA-13 INTERIOR MANHOLE COATING - RAVEN LINING SYSTEM ......................................ASC-15
DA-14 INTERIOR MANHOLE COATING - PERMACAST SYSTEM WITH EPDXY LINER.... OMITTED
DA-15 INTERIOR MANHOLE COATING-STRONG-SEAL SYSTEM ..................................... OMITTED
DA-16 RIGID FIBERGLASS MANHOLE LINERS .................................................................. OMITfED
DA-17 PVC LINED CONCRETE WALL RECONSTRUCTION ............................................... OMITTED
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DA-18 PRESSURE GROUTING .................:.......................................................................... OMITTED
DA-19 VACUUM TESTING OF REHABILITATED MANHOLES ............................................. OMITTED
DA-20 FIBERGLASS MANHOLES ........................................................................................ OMITTED
DA-21 LOCATION AND EXPOSURE OF MANHOLES AND WATER VALVES ..................... OMITTED
DA-22 REPLACEMENT OF CONCRETE CURB AND GUTTER ...............................................�ASC-18
DA-23 REPLACEMENT OF 6" CONCRETE DRIVEWAYS ........................................................ASC-18
DA-24 REPLACEMENT OF H.M.A.C. PAVEMENT AND BASE ............................................. OMITTED
DA-25 GRADED' CRUSHED STONES .................................................................................. OMIITED
04/16/9J ASC-1
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PART DA - ADDITIONAL �SPE�CIAL CONDITIONS
DA-26 WEDGE MILLING 2" TO 0" DEPTH 5.0' WIDE............�� .............................................. OMITTED
DA-27 BUTT JOINTS - MILLED ..............................................��...........................:................. OMITTED
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DA-28 2" H.M.A.C. SURFACE COURSE (TYPE "D" MIX) .................................................... OMITTED
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DA-29 REPLACEMENT OF 7" CONCRETE VALLEY GUTTER ............................................ OMITTED
DA-30 NEW 7" CONCRETE.VALLEY GUTTER ��
.................................................................... OMITTED
DA-31 NEV1f 4" STANDARD WHEELCHAIR RAMP .................."�'............................................ OMITTED
DA-32 8" PAVEMENT PULVERI7ATION ......................:. ��
....................................................... OMITTED
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DA-33 REINFORCED CONCRETE PAVEMENT OR BASE (UTILITY CUT) .............................ASC-19
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DA-34 RAISED PAVEMENT MARKERS ................................................................................. OMITT�D
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DA-35 POTENTIALLY°'PETROLEUM CONTAMINATED MATERIAL HANDLING ................. OMITTED
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DA-36 LOADING, TRANSPORTATION, AND DISPOSAL OF CONTAMINATED SOIL ........ OMITTED
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DA-37 ROCK RIPRAP — GROUT — FILTER FABRIC ..................�........................................... OMITTED
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DA-38 CONCRETE PIPE FITTINGS AND SFECIALS ...............:........................................... OMITTED
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04/16/99
ASC-2
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PART DA - ADDiTIONAL SPECIAL CONDtTIONS
DA-2 PIPE ENLARGEMENT SYSTEM:
A. GENERAL:
Description: This specification includes requirements to rehabilitate existing
sanitary sewers by the pipe enlargement system, herein called Pipe Bursting or
Pip� 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 methods 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 Part D- SPECIAL CONDITIONS D-61
SIBSTITUTIONS 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 installing 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 a licensed installer of "their system. No other Pipe
Bursting/Crushing system other 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 pipe manufacturer.
b. Personnel directly involved with installing the new pipe shall receive
training in the proper methods for joint fusing, handling, and installing the
polyethylene pipe. Training shall be performed by a qualified
representative as determined by the pipe manufacturer.
� oai�siss ASC-3
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PART DA - ADDITIONAL SPECIA'�. CONDITIO�NS
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5. 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 com�osition,, physical properties, and
dimensions of new pipe and fittings. Include manufacturer's
recommendation for. handling, storage, ��and repair of pipe and fittings if
damaged. ��
b. Location and number of insertion or access pits shall be planned by
Contractor and submitted in writing prior to excavation for approval, by
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c. Method of construction and `restora��on of existing sewer service
connections: This shall include:
1) Detail drawings and written desc�iption of the entire construction
procedure to install pipe, bypass '§ewage flow and reconnection of
sewer service connections.
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2) Working drawings for information only showing sewage flow
bypass, and maintenance of traffic. Contractor shall provide for
continuous sewerage flow. Dewaterin� shall be the Contractor's
responsibility.
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3) Certification of workmen training fdrxinstalling.pipe.
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4) � Television inspection reports and video tapes• made after new pipe
installation.
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6. Delivery, Storage, and Handling:
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a. Transport, handle, and store pipe and fittings as recommended by
manufacturer. .�
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MATERIALS:
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If new pipe and fittings become damagec� before or °during installation, it
shall be repaired as recommended by tFiae manufacturet or replaced as
required by the Project Manager at the Contractor's expense, before
proceeding further. ��
Deliver, store and handle other materials as required to prevent damage.
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1. Polyethylene Piping Material: The pipe and fittin� material shall be high density,
extra molecular weight (EHMW) polyethylene pipe material conforming to ASTM
D1248, Type III, Class C, Category 5, Grade P3�, and have a PPI (Plastic Pipe
Institute) recommended designation of PE3408 antl cell classification 345434C per
ASTM D3350. The molecular weight category $,hall be extra high (250,000 to
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04/16/99 ASC-4 '"
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PART DA - ADDITIONAL SPECIAL CONDITIONS
1,500,000) as per the Gel Permeation Chromatography determination procedure
with a typical value of 330,000. �
a. The interior of the pipe shall be a light reflective color to facilitate closed
circuit television inspection.
b., The pipe. material shall be listed 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 shall be made of virgin material. No rework, except that obtained from
_:: the ma'nufacturer's own production of the same formulation, shall be used.
d. Pipe su�plied under this specification shall have a nominal IPS (Iron Pipe
Size) outside diameter. The Standard Dimension Ratio (SDRI and
minimum oressure ratina of the pioe shall be SDR 17 - 100 nsi.. Pipe with a
lower SDR ratio and higher 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 shall provide certification that samples of the
production product meets these specificafions. The certification will state
. �:that production prodtict 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
testing has been performed on the specific product. Certification shatl
include a stress life curve per ASTM D2837 and testing shall have been
performed in accordance with ASTM D2837.
c. Rejection: Polyethylene plastic pipe and fittings may be rejected for failure
to meet any of the requirements of this specification.
SEWER SERVICE CONNEGTIONS:
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.
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2. Pipe Saddles: Mechanical saddles shall be made of polyethylene pipe compound
that meets the requirements of ASTM D1'248, Class C, have stainless steel straps
and fasteners, neoprene gasket and baekup 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 Central Plastics Company, or
approved equal.
n 04/16/99 ASC-5
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PART DA - ADDITIONAL SPECIAL CONDITIONS
3. Connection to Existing Service: Connections to the existing sewer service
connections pipe shall be made using flexible ycouplings. All flexible couplings
shall conform to ASTM C425 and shall be as ma,nufactured by Fernco Joint Sealer
Co., DFW Plastics, Inc. or approved equal. Bac{�ill 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. "'
The Contractor� shall;� upon request,� permit the E�gineer to, take elevations �on both �- �
the existing and � new portions of the service connection pole to determine final
grade and invert.elevations. Elevation change�, greater than 0.10 feet from the .
house lateral piping and shall be reconnected as �irected by the Engineer. --� -
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4. Service Interruptions: Service interruptions to homes shall not exceed 18 hours. �
PREPARATION:
Bypassing Sewage:
a. ,. The Contractor shall bypass the sewage laround 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 Enginee�.
The� pump �and bypass lines shall �•be of��adequate capacity and size to
�:°-.. handle the flovii without sewage backup occurring to facilities connected to
the sewer.
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b. The Contractor shall be responsible for continuity of sanitary sewer service
to each �facility connected to the section of sewer dwring the execution of
the work. �� '
If sewage backup occurs and enters bu�ldings, the Contractor shall be
responsible for clean-up, repair, property damage costs and claims.
2. Line Obstructions: If pre-installation (TV) 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 p�ebursting/crushing process, and
cannot be removed by conventional sewer '�leaning equipment, then an
obstruction removal shall be made by the Cont'�actor, with the approval of the
Engineer.
�.
3. Sags in Sewer Line: ALL SAGS AND GRADE PROBLEMS IN EXISTING SEWER
LINES SHALL BE CORRECTED AS PART OF 'THIS CONTRACT. If the pre-
construction television inspection reveals a sag in the sewer line, the Contractor
shall be responsible for bringin� the proposed seviier 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 sew�ge 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
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PART DA - ADDITIONAL SPECIAL CONDITIQNS
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.
a. Identification of Sags: Sags shall be identified by television inspection in
the absence of sewage flow. lf available, the Contractor shall be furnished
television tapes from the City identifying the sag location. Flow shall be
blocked at an upstream manhole and diverted to anbther sewer line or
downstream manhole below the segmen�. of pipe to be inspected. N
inspection shall be performed in accordance with television inspection ofi
sanit�ry 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-
Q construction video tapes shall be corrected prior to cammencing with pipe
enlargement.
('�j 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 tlie 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 4ength of replacement pipe installed in a single pu11
shall be maximized.
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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.
ASC-7
PART DA - ADDITIONAL SPECIAL CONDITIONS
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4.
Finished Pipe: The installed replacement pipe, shall be continuous over the entire
length of each pipe segment from manhole �o manhole and shall be free from
visual defects such as foreign inclusions, concentrated ridges, discoloration,
pitting, varying wall thickness, pipe separatio�, other deformities. Replacement
pipe with gashes, nicks, abrasions, or any such physical damage whiah may have
occurred during.:storage and/or handling,:which are IargeNdeeper than 10% of the
wall xhickness �all..not--be-:.used and shall be r"emoved from the .construction site.
The replacement 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.
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Pipe Jointing:
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a. Sections of polyethylene replacement �'ipe shall be assembled and joined
on the job site above the ground. Jointing shall be accomplished by the
heating and butt-fusion system in; strict conformance with the
man�facturer's printed instructions. �, .
b. The butt-fusion system.for pipe jointing�shall be carried out in the field by
op�rators with prior experience in fusing �polyethylene pipe with similar
equip�ent 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
...: acceptable.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 ohe time shall be 600 linearfeet.
c. For situations where the replacement pi�e is not pulled all the way to the
manhole or if it is impossible to pull th� missle all the way through, the
following sfiall apply: At the direction of the Engineer, a 12"-18" full circle
steel clamp shall be utilized to connect s��ments of the HDPE pipe.
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"New Pipe Installation:
a. Thread winch cable or chain and associated lines through sewer section to
be rehabilitated. Keep lines away from p�destrian and vehicular traffic.
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b. Existing manholes may be used for� launch and receiving access. Remove
manhole invert and bottom as required. �; Pull winch chain through sewer
section and attach to cutter and machi�e 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 hyd��aulic jack into the manhole and
align. Insert new pipe by simultaneous operation of the jack and winching
the cutter and head forward.
o4i�s�ss ASC-8
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PART DA - ADDITiONAL SPECIAL CONDITIONS
Anchoring New Pipe and Sealing Manholes:
5.
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.
6. Field Testing:
a.
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Low Pressure Air Test of Replacement Pipe: After a manhole-to-manhole
section of sanitary sewer main has been pipe burst/crushed 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 two 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 that may
be over the pipe, shall not be less than the time shown for a gi�en pipe
diameter in the following table:
Carrier Pipe Minimum Elapsed
Diameter (inches) Time (minutes)
8 4
10 �
12 6
15 7
0
Post-Construction Television Inspection �of New 'Pipe: Refer to Special
Condition for Post-Construction Television Inspection 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.
� oai�s�ss ASC-9
PART DA = ADDITIONAL SPECIA�L CONDITIONS
2. Service Reconnections: Installation of sew�r service connections will be
measured for payment by each actualfy 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 c�nd backfill, saddles, flexible
connections, and all other incidentals° necessary to successfully �econnect sewer
service lines to the rehabilitated sewer. Payment shall not include paverr�ent
replacement, which if required, shall be paid separately.
3. S'e�Ner Cleaning by Bucket Machine: Heavy cleaning requiring more than hydraulic
. jet cleaning shall be performed by bucket machines. The payment for such
cleaning shall be included in the bid item for Pre-Construction Television
Inspection of Sanitary Sewer Lines. �� .
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C�
DA-7 PROTECTIVE MANHOLE COATING FOR CORROSION PROTECTION:
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`GENERAL:
By-pass. Pumping: ._The.Contractor shall provide diversion for the flow of sewage
around the section or sections of pipe designate� for rehabilitation. The � pumps
and by-pass lines shall be of adequate capacity �`nd size to handle all flows. All
costs for by-pass pumping required �during installation of the,, ��pipe shall be
subsidiary to pipe enlargement.
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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 a�d other such restoration work
.�: resulting from.Contractor activities shall be consid��ed subsidiary.to the cost of the
project and no additional payment will be allowed.
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Testing: All cost for testing the replacement ,pipe, by �a pressure method will be �
incidental to pipe installation. ��
Scope: This section governs all work, material�, and testing required for the
application of interior protective coating. Structures'"designated to"received interior
coating are listed on the construction drawings. The structures are to be coated,
including interior wall, top and bench surfaces. P,rotective coating for corrosion
protection shall meet the requirements of this Specification�(and items DA-12 and
DA-13) and the Manufacturers recommendations and specifications.
2. Description: The Contractor shall be responsible a'�o� the furnishing of all labor,
supervision, materials, equipment, and testing required for the completion of
protective coating of structures in accordance with manufacturer's
recommendations.
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3. Manufacturer's Recommendations: Materials and procedures utilized for the lining
process shall be in strict accordance with manufacturer's recommendations.
4. Corrosion Protection: Corrosion protection may �e required on all structures
where high turbulence or high H2S content is expected.
04/16/99 AS C-10
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PART DA - ADDITIONAL SPECIAL CONDITIONS
MATERIALS:
1. Scope: This section governs the materials required for completion of protective
coating of designated structures.
2. Protective Coating: The protective coating shall be a proprietary finro component,
100 percent solids, rigid polyurethane system designated as Spray Wall as
manufactured by Sprayroq, Inc. or 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 (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 material sprayed onto the surface of
the structure shall be a urethane or epoxy resin system formulated for the
application to a sanitary sewer environment. �The spray-system shall exhibit the
minimum physical properties as follows:
Property Standard
Tensile Strength ASTM D-638
Flexural Stress ASTM D-790
Flexural Modulus ASTM D-790
Long Term Value
5,090 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 sp�ay
coating' operations and coating installations.
EXECUTION:
1.
2.
General: Protective coating shall not be installed until the structure is complete
and in place.
Preliminary Repairs:
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).
b. All Unsealed lifting holes, unsealed step holes, and voids larger than
approximately one-half (1/2) inch in thickness shall be filled with patching
compound as recommended by the material supplier for this application.
� oai�siss ASC-11
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PART DA - ADDITIONAL SPECIAL CONDITIONS
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c. After all repairs have been completed, remove all loose material.
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3. Protective �Coating: ��
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a. The protective coating shall be applied to the structure from the bottom of
the frame to the bench, down to the vtop of the trough. The top of the
structure shall also be coated, sp
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b. The protective coating shall be installed in accordance with the
manufacturer's recommendations and the following procedure.
1) The surface shall be.thoroughly°�'�leaned of all foreign materials and
matter. , •
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2) Place covers over the invert to��prevent extraneous materia,l from
entering the sewers. �,� �
3) If required for filling or leveling, apply specialty cement product to
provide a smooth surface for the!;coasting material.
4) Spray the urethane or epo� onto the structure wall and
bench/trough to a minimum uni�or�m thickness of 125 mils (0.125
inches).. .Thickness to be verifi'able through the use of inethods
� acceptable to the Engineer. .:Aft��- the walls are coated, the wooden
bench covers shall be removed. �
5) The final application shall have � minimum of three (3) hours cure
time or be set hard to t�e touc i� before being subjected to active
flow.
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6) No applications "�hall be made to frozen surfaces or if freezing is
�xpected to occur � inside the '"structure within 24 hours after
application. �
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4. Testing of Rehabilitated Manholes: Testing of rehabilitated manholes for
watertightness shall be perFormed by the Contractor after operations are
complete in accordance with the Sectioi� D-63 - VACUUM TESTING OF
SANITARY SEWER MANHOLES.
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D. MEASUREMENT AND PAYMENT: Payment shall be e�ased on the Contract Unit Price
Bid per vertical foot, measured from the bottom of the fr me to the top of the bench. The
Contract Unit Price shall be payment in full for perform�g 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.
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.o4i�s�ss ASC-12
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PART DA - ADDITIONAL SPECIAL CONDITIONS
DA-12 INTERIOR MANHOLE �OATING - SPRAY WALL SYSTEM:
A. GENERAL
1. Scope
This section governs 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. Interior manhole coating shall meet the
. requirements of this Section or of Section DA-10, DA-11, DA-13, or DA-14.
2. Description . .
The Contractor shall be . responsible for the furnishing of all labor, supervision,
materials, equipment, and testing required for the completion of interior coating of
manholes in accordance with the Contract Documents.
3. Manufacturer's Recommendations ' .
Materials, mixture ratios, and procedures utilized for the coating process shall be in
accordance with manufacturer's recommendations.
4. Manholes �
Manholes to be coated are of brick, 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.
B. MATERIALS
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1. Scope
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2.
3
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04/16/99
This section govems the materials required for completion of interior coating of
manholes.
Interior Coating
The interior coating shall be a proprietary finro component, 100 percent solids, rigid
polyurethane system designated as Spray Wall as manufactured by Sprayroq, Inc.
Specialty Cement
The specialty cement-based coating material shall be either Quadex QM-1 s as
manufactured by Quadex, Inc. or Reliner MSP �s manufactured by Standard
Cement Materials.
Material Identification
ASC-13
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PART DA - ADDITIONAL SPECIAL��.CONDITIONS
The interior manhole coating material sprayed on�o 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:
5.
Pronertv
Tensile Strength
Flexural Stress
Flexural Modulus
Mixing and Handling
Standard
ASTM D-638
ASTM D-790
ASTM D-790
Ai
�W Lona Term Value
� 5,000 psi
e� 10,000 psi
�� 550,000 psi
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Mixing and handling of specialty cement material and interiofi coating material, which
may be toxic under certain conditions sha�� be in accordance with � the
recommendations of the manufacturer and in�sucfi a manner as to minimiz� hazard
to personnel. It is the responsibility of the C'bntractor to provide appropriate
protective measures to ensure that materials are �nder 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. °�
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EXECUTION
1. General
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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. ��
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Temperature
2.
Normal interior coating operation shall be perforrraed at temperatures of 40°F� or
greater. No application shall be made when freezing is expected within 24 hours.
3. 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 acc�rdance with the manufacturer's �
recommendations and the following procedu�e.
1) The surface shall be thoroughly cle�ned of all foreign materials and
matter. Cleaning shall be accomplish'�d by using high pressure w�ter
spray (minimum 3500 psi at spray tip), cleaning with muriatic acid,.
degreaser, or other solvents as needed in ordet to remove any film or
residue on the surface. �;
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2) Place covers over the invert to pr�ent extraneous material from �
entering the sewers. �.
04/16/99
ASC-14
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PART DA - ADDITIONAL SPECIAL CONDITIONS
3) Apply a minimum of one-half (1/2) inch specialty cement product
(Quadex QM-1s or Reliner MSP) smooth surface for the urethane
coating material. �
4) Spray the urethane onto 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 MSf').
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Testing of Rehabilitated Manholes
a. Testing of rehabilitated manholes for watertightness shall be performed by
the Contractor after operations are complete in accordance with Section DA-
18.
MEASUREMENT AND PAYMENT
Payment shall be based on the Contract Unit Price per vertical foot, measured from the
bottom of the frame to the top of the bench. The Contract Unit Price shall be payment in
full for perForming the �work and for fumishing all .labor, supervision, materials, equipment
and material testing required .to complete the work. Grouting, if necessary, shall be
included in the above unit price: � Grouting of. the pipe seals, bench and trough, and lower
portion of a particular manhole, �if required by ,Manhole._Rehabilitation Work Schedule or ..
required to be done by the Engineer, shall be paid for separately at the Contract Unit Price.
DA-13 INTERIOR MANHOLE COATING - RAVEN LINING SYSTEM:
aA. GENEFZAL
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1. Scope
This section governs all work, materials and testing required for the application of
a interior 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-1 a, DA-12, or DA-14.
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2. Description
� The Contractor shall be responsible for the furnishing of all labor, supervision,
materials, equipment, and testing required for the completion of interior coating of
manholes in accordance with the Contract Documents.
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3. Manufacture�'s Recommendations
Materials, mixture ratios, and procedures utilized for the coating process shall be in
accordance with manufacturer's recommendations.
ASC-15
4.
PART DA - ADDITIONAL SPECiAL ��ONDITIONS
Manholes
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Manholes to be coated �re of brick, block, or con�rete construction. All manholes
shall have a minimum of one-half (1/2) specialty cement-based coating material
(Quadex QM-1 s or Reliner MSP) sprayed or trow�lled on coating over the original
interior surface. '��� -
B. MATERIALS
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1. . Scope "
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This section governs the materials required for �ompletion of interior coating of
manholes.
2. Interior Coating �
Raven Ultra High-Build epo�cy Coating, a two-part ���poxy.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 �M '
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.
4. Materialldentification OM
�ontractors will completely identify 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 �nd physical properties, ease of
application, and expected performance. These grouting materials shall be
compatible with Raven 405 interior coating. '�7he contractor shall be responsible for
getting approval from Raven Lining systems and/or�the grout manufacturers for the
use of these grouting materiais. �'
5. Mixing and Handling ��w
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Mixing and handling of interior coating, which may b'e 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 th��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 th� Engineer. Coating shall be
pertormed only by certified applicators approved by th'� manufacturers.
C. EXECUTION
1. General
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04/16/99
ASC-16
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PART DA -ADDITIONAL SPECIAL CONDITIONS
Manhole coating shall not be pertormed until sealing of manhole from frame and
grade adjustments, partial manhole replacement, manhole grouting or sewer
replacement/repairs are complete.
2. Temperatures
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Normal interior coating operation shall be performed at temperatures of 40°F or
greater. No application shall be made when freezing is expected within 24 hours.
Interior Manhole Coating
a. Manholes scheduled for interior coating are shown on the Manhole
Rehabilitation Schedule. The interior�coating shall be applied to the manhole
from the bottom of.the manhole frame .to the bench/trough, inclu�ing the
bench/trough.
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) Apply a minimum of one-half (1/2) inch specialty cement-based
product �(Quadex QM-1 s or Reliner _. MSP) smooth surface for the
urethane coaiing material.
3) The surface prior to application may be damp but shall not have
noticeable free water droplets seeping or running water. � Material
shall be spray applied per manufacturer's recommendations with a
minimum thickness of 125 mils (0.125 inch).
4) After the walls are coated, the wooden bench covers shall be
removed and the bench sprayed to the same average and minimum
thickness as required for the walls.
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.
4.
Testing of Rehabilitated Manholes
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 the
� •o4i�s�ss ASC-17
PART DA - ADDITIONAL SPECIAL �GONDITIONS
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contractor shall repair these areas as required, at na additional cost to the
Owner.
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b. Testing of rehabilitated manholes for wat rtightness shall be performed by
the Contractor after operations are complete in accordance with Section DA-
18 — VACUUM TESTING OF REHABILITATED MANHOLES.
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MEASUREMENT AND PAYMENT
Payment shall be based on the Contract Unit Price per �ertical 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; ma'terials, equipment all
testing necessary to complete the work. Payment for gr�uting of pipe seals, bench and
trough and manhole walls shall be based on the Contract Unit Price for each manhole
actually grouted. _
DA-22 REPLACEMENT OF CONCRETE CURB AND GUTTER: ��
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Contractor shall replace all damaged existing curb and gutter, as�°designated by the Construction
Engineer, and replace with standard concrete curb a'nd gutter, la�down 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. In�luded, 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 v�'ith 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 �ame or better at no cost to the
City.
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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$'i00 dollar liquidated damage will be�assessed per block per day.
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The unit price bid per linear foot shall be full compensation for all �aterials, labor, equipment and
incidentals necessary to complete the work.
DA-23 REPLACEMENT OF 6'' CONCRETE QRIVEWAYS: "
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This item shall include the removal, and replacement of existing concrete driveways, due to
deferioration or in situations where curb and gutter is replaced° to adjust grades to eliminate
ponding water with same day haul-off of the removed materiak�; to a suitable dump site. For
specifications governing this item see Item No. 104 "Removing �Old Concrete", Item No. 504"
Concrete 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��ll labor, material, equipment,
supplies, and incidentals necessary to complete the work. ��:
o4i�siss ASC-18
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PART DA - ADDITIONA�L SPECIAL CONDITIONS
DA-33 REINFORCED CONCRETE PAVEMENT OR BASE (UTILITY CU�
The following specifications are for the furnishing and placing of reinforced concrete pavement or
base as shown on detail and as directed by the Engineer. �
A. GENERAL:
Reinforced concrete pavement or base shall conform to Specification Item No. 314 herein
except for finishing and curing.
B. FINISHING:
.The reinforced concrete shall be brought to a uniform surFace by working with a wooden float.
The,surta�e shall be .flush ,with. �he. adjacent pavement�and shall have a finish similar to the
surrounding pavement. The surtace 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 sh II be thoroughly cleaned before
lapping.
The following work method will be performed on each utility cutk
1. Place safety signs, barricades and/or other warning d�vices where necessary and as
required. I
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 two (2) inches deep.
5. Remove existing concrete.
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.
04/16/99 ASC-19
„ PART DA - ADDITIONAL SPECIAI.L CONDiT10NS �
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..... 9. Maintain traffic control devices to protect the area until the concrete has cured seven days
or concrete �eaches 3000 psi compressive strength. gw
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E. PAYMENT: ”
Payment shall be made at the unit price per linear foot as '�hown on the proposal and shail be
full compensation for furnishing all labor, materials, ,equipment`tools and incidentals necessary
to compiete the work. ,�
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Certificate of �nsurance
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CERTIFICATE OF INSURANCE�
TO: CITY OF FORT WORTH DATE: 10/05/99
NAME OF PROJECT: Main 390 Draina�e Area Sanitary Sewer Rehabilitation and Imnrovements,
(Group 6. Contract 1). Part 17, Units 1. 2. 3, 4& 5
FILE NUMBER: Sewer Proiect No. PS46-070460410280
THIS IS TO CERTIFY THAT Hall-Albert Construction Co., 201 Northeast 29`h St.. Ft. Worth, TX 76106
� 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 in accordance with the provisions of the standard policies used by this
� Company, and further hereinafter described. Exceptions to standard policy noted on reverse side hereof.
TYPE OF INSURANCE
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Workers' Compensation
Commercial General
Liability Insurance
(Public Liability)
Blasting
Collapse of Buildings
or structures adjacent
to excavations
Damage to Underground
Utilities
Builder's Risk
Automobile
Liability
Contractual Liability
Other
Policy No. Effective
WVK9100869 4/1/99
Expires
4/1/00
Limit of Liability
KK09100836 4/1/99
KK09100836 4/1/99
KK09100836 4/1/99
KK09100836 4/1/99
KK09100836-1 4/1/99
KK09100836 4/1/99
4/1/00
4/1/p0
I
4/1/�0
4/1/ 0
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4/1/p0
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4/1/b0
$2,000,000 Gen. Agg.
$1,000,000 Each Occ.
$1,000,000 Each Occ.
$1,000,000 Each Occ.
$1,000,000 Each Occ.
$1,000,000 Each Occ.
$1,000,000 Each Occ.
i
Locations Covered: All onerations for the Citv of Fort Worth �
Description of Operations Covered: Sanitary Sewer Svstem Rehabili�ation and Imnrovements
The above policies either in the body thereof or by appropriate endorseme�t provide that they may not be changed
or cancelled by the insurer in less than five (5) days after the insured has �eceived written notice of such change or
cancellation. I
Where applicable, local laws or regulations require more than five days ac al notice of change or cancellation to be
assured, the above policies contain such special requirements, either in he body or by appropriate endorsement
thereto attached.
Agency: Aon Risk Services of Texas, Inc. I
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Agent: Jerry P. Rose By: I r'
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Address: 2711 N. Haskell, Dallas, TX 75204 Title: Executive Vide President
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CONTRACTOR COMPLIANCE WITH
WORKERS' COMPENSATION LAW
Pursuant to V.T.C.A Labor Code Section 406.096, Contractor certifes that it provides workers'
compensation insurance coverage for all its employees employed on city of Fort Worth Project Number PS46-
070460410280
HALL-ALBERT CONS, ,RUCTION CO.,
INC.
CO OR
By: � -
/�-�,�,,r
Title
fU -�l-�y
Date
STATE OF TEXAS
COUNTY OF TARRANT
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BEFORE ME, the undersigne authority, on this day personally appeared ����7
lrnown to me be the person whose name is sub i ed to t for going instrument, and acknowledged4to me t t he
executed the same as the act and deed of �Sr �� for the purpose and consideration
therein expressed and in the capacity therein stated.
,{� Q GIVEN UNDER M ND AND SEAL OF OFFICE this ( i day of
l�J �."I' . 19 � � .
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Notary Public in and for
the State of Texas „
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(City of Fort Worth)
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Bond No. 11127418439
THE STATE OF TEXAS
COUNTY OF TARRANT
PERFORMANCE BOND
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KNOW ALL MEN BY THESE PRESENTS: That we (1) HALL-ALBERT COjVSTRjJ�TIQN CO., INC.
a(2) CORPORATION of TEXAS, hereinafter call Principal, and (3)American Automobi e lnsurance Company
a corporation organized and existing under the laws of the State and fully authorized to transact business in the State
of Texas, as Surety, are held and firmly bound unto the City of Fort Worth, a municipal corporation organized and
existing under the laws of the State of Texas, hereinafter called Owner, in the penal sum of:
NINE HUNDRED FIFTY-EIGHT THOUSAND FIVE HUNDRED THIRTEEN AND NO/100 .................
($958,513.00) Dollars in lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for
the payment of which sum well and truly be made, we hereby bind ourselves, our heirs, executors, administrators
and successors, jointly and severally, firmly by these presents.
THE CONDITION OF THIS of: OBLIGATION }'�� uch that Whereas, the Principal entered into a certain
contract with the City of Fort Worth, the Owner, dated thOJliT ��J� 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 T, CONTRACT 1) PART l7, UNITS 2 AND 4
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 being
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 ne 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 obligation shall 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 perfonned
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 _�_�-5-1999
ATTEST: t�
���--_.J� �������" HALL-ALBERT CONST UCTI�N CO., INC.
_ �,' � �
(Principal) Secretary / AL (4) !� - �/� -
(SEAL)
Witness as to Principal
Address
ATTEST: � ��� es�
; �.l-v" l�-�
(Surety) Secretary
(SEAL)
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BY: �
Title: ..,o/ ,��,�" �
201 NE 29T" STREET
FORT WORTH, TX 76106
(Address)
American Automobile Insurance Company
urety
sv: l �'�� �, c- . �;�%l , `. r�� ��_
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(Att�r}�iey-in-fact) (5)
Lisa M. Bonnot
2711 N. Haskell Avenue ��800, Dallas, TX
(Address) 75204
NOTE: Date of Bond must not be
prior to date of Contract
�-�Gc�.��c�n.��
�Witness as to Surety
2711 N. Haskell Avenue 4�800, Dallas, TX 75204
(Address)
(1) Correct Name of Contractor
(2) A Corporation, a Partnership or an
Individual, as case may be
(3) Correct name of Surety
(4) If contractor is Partnership all
Partners should execute Bond
(5) A true copy of Power of Attorney
shall be attached to Bond by
Attorney-in-Fact..
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Bond No. 11127418439
THE STATE OF TEXAS
COUNTY OF TARRANT
PAYMENT BOND
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KNOW ALL MEN BY THESE PRESENTS: That we (1) HALL-ALBERT CONSTRUCTION CO.,
INC. a(2) Corporation of Texas, hereinafter call Principal, and (3) American Automobile Insuranc�
corporation organized and existing under the laws of the State and fully authorized to transact business in the State
of Texas, as Surety, are held and firmly bound unto the City of Fort Worth, a municipal corporation organized and
existing under the laws of the State of Texas, hereinafter called Owner, and unto all person, firms, and corporations
who may furnish materials, for or perform labor upon the building or improvements hereinafter referred to in the
penal sum of :
NINE HUNDRED FIFTY-EIGHT THOUSAND FIVE HUNDRED THIRTEEN AND NO/100 .....................
($958,513.00) Dollars in lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for
the payment of whicl� 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 ��ay�o�j C�� 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, CONTRACT 1) PART 17, UNITS 2 AND 4
Project No. (s) PS46-070460410280 a copy of which is hereto attached, referred to and made a part hereof
as fully and to the same extent as if copied at length herein, such project and construction being hereinafter referred
to as the "work".
NOW THEREFORE, the condition of this obligation is such that, if the Principal shall promptly make
payment to all claimants as defined in Article 5160, Revised Civil Statutes of Texas, supplying labor and materials
in the prosecution of the work provided for in said Contract, then this obligation shall be null and void, otherwise it
shall remain in full force and effect.
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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 wark to be performed thereunder or the specification
s accompanying the same shall in any wise affect its obligation on this bond, and it does hereby waive notice of any
such change, extension of time, alteration or addition to the terms of the contract or 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 da o�g��., 1999.
C���
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ATTEST: ;� � � RIN ��
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Title: ��ll�.�'��,.�"
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(Principal) Secretary
Witness as to Principal
Address
ATTEST���/t j t/��
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(Surety) Secretary
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Witness as to Surety
( I) Correct Naine of Contractor
(2) A Corporation, a Partnership or an
Individual, as case may be
(3) Correct name of Surety
(4) If contractor is Partnership all
Partners should execute Bond
(5) A true copy of Power of Attorney
shall be attached to Bond by
Attorney-in-Fact..
2711 N. Haskell Avenue 1�800, Dallas, TX 75204
(Address)
201 NE 29�" STREET
FORT WORTH, TX 76106
(Address)
(SEAL)
American Automobile Insurance Company
Surety � -
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BY: �', �'��� � �1�; �� v E, � , ��„�-
� � �� (Atto r�ey-in-fact) (5) Lisa .�. Bonnot
2711 N. Haskell Avenue 4�800, Dalla;:, TX
757..04
(Address)
(Address)
NOTE: Date of Bond must not be prior to date
of contract
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Bond No. 11127418439
MA[NTENANCE BOND
THE STATE OF TEXAS �
COUNTY OF TARRANT �
KNOW ALL MEN BY THESE PRESENTS: That (1) HALL-ALBERT CONSTRUCTION CO.. INC.
as Principal, acting herein by and through ('_) its duly authorized
and (3) �erican Automobile Insurance (;���tion organized under the
laws of the State ofX�a��urety, 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
NINE HUNDRED FIFTY-EIGHT THOUSAND FIVE HUNDRED THIRTEEN AND NO/100 ...................
� (5958,513.001 in lawful money of the United States, for the payment of which sum well and truly be made unto said
- City of Fort Worth and its successors, said Contractor and surety do hereby bind themselves, their heirs, executors,
administrators, assigns and successors, jointly and severally.
** Missouri
� This obligation is conditioned. however: that,
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� WHEREAS, the Principal has entered into a certain contract with the City of Fort Worth, , the
� performance of the following described public work and the construction of the following described public
improvements:
,, MAIN 390 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND
IMPROVEMENTS (GROUP 6, CONTRACT 1) PART 17, UNITS 2 AND 4
. _-,
� of same being referred to herein and in said contract as the Work and being designated as project PS46-
070460410280 and said contract, including all of the specifications, conditions and written instruments referred to
therein as contract documents bein� herebv 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 (1) Year; and,
WHEREAS, said Contractor binds itself to repair or reconstruct the work in whole or in part at any time
within said period, if in the opinion of the Director of the Water Department of the City of Fort Worth, it be
� necessary; and,
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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.
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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,
1N WITNESS WHEREOF, this instrument is executed in 10 counterparts, each one of which shall be
deemed an original, dated pCT 0 5 1999
ATTEST:
L'J �P�
(Principal) Secretary
(Sea])
Witness as to Principal
(Address)
ATTEST:
G��� ��%�,=E�X
(Surety) Secretary
(SEAL)
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� Witness as to Surety
HALL-ALBER CON RUCajION CO., INC.
� PR CIP `(4)
BY: ;G� _ -
Title: lfZl�!�:t.c='t��%�i �
201 NE 29T" STREET
FORT WORTH, TX 76106
(Address)
American Automobile Insurance Company
' Sure � ��
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BY: ����;`��_!J�; ,�� /�i� i� V v �� � l�'� ���
(Attorne�-in-fact) (5 Lisa M. Bonnot
27 1 1 N. Has ke l l Avenue � 8 0 0, D�1 Ias, T X
(Adcfress) 75?04
NOTE: Date of Bond must not be prior to
date of Contract
(1) CorrectNameofContractor
(2) A Corpora�tion, a partnership or an
Individual, as case may be
(3) Correct na�me of Surety
(4) If Contractor is Partnership all
Partners should execute Bond
(5) A true co��y of Power of Attorney
shall be attached to Bond by
Attorney-in-Fact.
2711 N. Aaskell Avenue 4�800, Dallas, TX 75204
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FIREMAN'S FUND INSURANCE COMPANY
NATIONAL SURETY CORYORATION . ASSOCIATED INDEMNITY CORPORATION
THE AMERICAN INSURANCE COMPANY AMERICAN AUTOMOBILE INSURANCE COMPANY
GENERAL POWER OF ATTORNEY
KNOW ALL MEN BY THESE PRESENfS: That FIREMAN'S FUND INSURANCE COMPANY, a California corporation, NA710NAL SURETY CORPORATION,
an Illinois corporation, 7'HE AMERICAN INSURANCE COMPANY, a New Jersey corporation redomesticated in Nebraska, AS.SOCIA'fED INDEMNITY
CORPORATION, a California corporation, and AMERICAN A117'OMOBII.E INSURANCE COMPANY, a Missouri corporation, (herein collectively called "the
Companies")dceseachherebyappoint Jerry P. Rose, DOri E. Cornell," Robbi Morales, Lisa M.
Bonnot and James W. Baughman of Dallas�, T�. ,
their we and lawful Attomey(s)-in-Fact, with full power of authority hereby conferred in their name, place and stead, to execute, seal, acknowledge and deliver any and all
bonds, undenakings, recognizances or other written obligations in the nature thereof _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ __ _ _ _ __ _ _ _
and to bind the Companies thereby as fully and to the same extent as if such bonds were signed by the President, sealed with the corporate seals of the Companies and duly
attested by the Companies' Secretary, hereby ratifying and confirming all that the said Attomey(s)-in-Fact may do in the premises.
This power of attomey is granted under and by the authority of Article VII of the By-laws of FIREMAN'S FCJND INSURANCE COMPANY, NATIONAL SURETY
CORPORATION, 7�iE AMER]CAN INSURANCE COMPANY, ASSOCIATED INDEMNITY CORPORATION and AMERICAN AUTOMOBILE INSURANCE
COMPANY which pro��isions are now in full force and effect. �
This powet of attomey is signed and sealed under the authority of the following Resolution adopted by the Board of Directors of FIREMAN'S FIJND INSURANCE
COMPANY. NATIONAL SURETY CORPORATION, THE AMERICAN INSURANCE COMPANY, ASSOCIATED 1NDEA1NI7'Y CORPORA7'lON and AMERICAN
AUTOMOBILE INSURANCE COMPANY at a meeting duly called and held, or by written consent, on the 19th day of T9arch. 1995, and said Resolution has not been
amended or repealed:
"RESOLVED, that the signature of any Vice-President. Assistant Secretary. and Resident Assi�tant Secretary of the Companies, and the seal of the
Companies may be affixed or printed on any power of attorney, on any re�•ocation of any powet of attomey, or on any certificate relating thereto, b
facsimile, and any power of attome��, any revocation of any power of attorney, or certificate bearing such facsimile signature or facsimile seal shall
valid and binding upon the Companies:' •
IN WI S WHEREOF, the Companies have caused t ese resents to be signed by their �ce-President, and their corporate seals to be he nto a�xed
this day of AucTUSt , I9 �9 .
� EfYC+ p�PNaY�IqN� p\�N'S F AYERi�`h .�aa��m�����r,,,,�
P � o�oE Ni ' _ `� p Q,fe�.o�. � i - gRE ih _
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'i �' F ••� ���e£ .: I'+ � 4 � $.� � •.�; �
� SEVT7.iB10O'.a z"+,,,� /1 s 2�C��� l�, • f� =�.BEAL;�es+�"
Q' q �h . r''s'k. � ,.:+eFt ✓'Gs� � 1 d� t � � � :✓' �,�. ;�^: i
`�b,� CiNO �O :�'.' .........:�. ��H�EuC� a �Gq�NCE�C�Jar :y�lf�(OIIIS.'��l� ,
� �_ ;,u;i�ii�,;,ao•`"'"`,` �,n,,,nun,o,�„`'.
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STATE OF CALIFORNIA
ss.
COUNTY OF MARIN
" FIREMAIV'S FUND INSURA
NATIONAL SURE7Y
"7iE AMERICAN 1NSUR
�SOCIATED INDEMNIT
A ERICA.�. AUTOMOBILE INSU
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By , u �,
va-Presiae�c
COMPANY
COMPANY
COMPANY
On this � 9 day of AugUst 19 9 9 , befo�e me personally came Harold N. Marsh to me known,
who, being b� me duly swom, did depose and say: that he is a Vice-President o each company, describe� in and which executed the above inswmenr that ha knows the
seals of the said Companies: that the seals affixed to the said inswment aze such cqmpany seals; that they were so affixed by order of the Board of Directors of said companies.
and that he signed his name thereto by like order.
IN WITNESS WHEREOF, I have ereunto set my hand and a�xed m official seal, the day and year herein first above written.
� L. OCA,MrO
+ Commission # 116�26 z
`z :--e;,�= , Notory Publi� - Col�� nia �
z '� � � Morin Co�nty
�� / o�y wbr�
� y My Comm. ��es N��C�,�„� �
� �
STATE OF CALIFORNIA
ss. �
COUNTY OF MARIN
� 1, the undersigned, Resident Assistant Secretary of each company, DO HEREBY' CERTIFY that the foregoing and attached POWER OF ATTORNEY remains in full force
and has not been revoked; and furthermore that Anicle VII of the By-laws of eacl} company, and the Resolution of the Board of Directors; set forth in the Power ofAttomey,
are now in force. • �
I
n Signed and sealed at the County of Marin. Dated the day of i ' ,
Uh�nnuu��i l�1AN'S (�YER% ��� I ,`,aa��wiuun�� i
yJPo o�p o\���r,".:i,� � �y,;,.�,�� ,���e•ro.,,�iy'�,� F .�pgllE.�k,T� �
Q � f�'� ��! �� •:;• ��ke � ���.� �.��,�.0 a r '� ,0 �_ ,
O � � y } e t ( ( � f f �'• � '
7� SEPi 7.t8;0 � },e�, ,�: xG '�, - i'�; B E A L:e e `A
�l Y $%,.'�. ��� N4��,���,%�z T' .�'' _✓' . :'�,,��
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� `!(y� liNO� ,() sry4 ���;_��,�;��� 9,��'w,,.,.e'"�,@ Gq rr�� VQ' �'a,�'fj•........•Ov,`c „` /
iy C� '�inmmn��`��. N�p �O �NCE �� I �•q(1��;1h,na°`.
Resident Assistant Secrctary
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Part G - Contract
(City of Fort Worth)
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PART G - CONTRACT
�` THE STATE OF TEXAS §
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' ' COUNTY OF TARRANT §
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OCT 0 5 1999
� THIS CONTRACT, made and entered into by and between the City of Fort Worth, a
home-rule municipal corparation 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 HALL-
� ALBERT CONSTRUCTION CO.. INC. of the City of FORT WORTH County of TARRANT and
State of TEXAS. Party of the Second Part, hereinafter termed "CONTRACTOR".
�
WITNESSETH: That for and in consideration of the payments and agreements hereinafter
mentioned, to be made and performed by the Party of the First Part (Owner), said Party of the Second
Part (Contractor) hereby agrees with the said party of the First Part (Owner) to commence and complete
certain improvements described as follows:
MAIN 390 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND
IMPROVEMENTS (GROUP 6, CONTRACT 1) PART 17, UNITS 2 AND 4
r And all extra work connected therewith, under the terms as stated in the Contract Documents, and at his
���•� (their) own proper cost and expense to furnish all the materials, supplies, machinery, equipment, tools,
superintendent, labor, bonds, insurance, and other accessories and services necessary to complete the
� said construction, in accordance with all the requirements of the Contract Documents, which include all
• maps, plats, blueprints and other drawings and printed or written explanatory matter thereof, and the
specifications thereof, as prepared by the Engineers employed by the Owner, each of which has been
� identified by the endorsement of the Contractor and the Engineers thereon, together with the Contractor's
�• Written Proposal and the other parts of the Contract Documents hereto attached, including the Fort
Worth Water Department General Contractor pocuments and General Specifications, all of which are
[� made a part hereof and collectively and constitute the entire contract.
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The Contractor hereby agrees to commence work within ten (10) days after the date written
notice to do so shall have been given to him, and to substantially complete same within the time stated in
the proposal.
The Owner agrees to pay the contractor in current funds for the performance of the contract in
accordance with the Proposal submitted therefor, subject to additions and deductions, as provided in the
Contract Documents and all approved modifications thereof, and to make payment on account thereof as
provided therein.
IN WITNESS WHEREOF, the Parties to tllese presents have executed this Contract in 10
counterparts in the year and say first above written.
Citv of Fort Worth, Texas (Owner)
� Party of the First part
� Y: , � ,,-(�J����V��" `1 .,._
Lr! `:
�SST. City Manager CW
�
ATTEST:
(Seal)
WITNESSES:
�,,, HALL-ALBERT CONSTRUCTION CO.. INC.
201 NE 29TH STREET
FORT WORTH, TX 76106
� Contractor �
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� BY� • - �
T�t�e: �'�Q�,�
APPROVED:
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A. Douglas Rademaker, P.E. Director
Department of Engineering
CW
�
Approved as to Form and Legality:
G �--�
Gary Steinberger, Asst. City Attorney
,�..,.�.� � � %���2-1� -
Contract Authorization
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�j Appendix A- State Revolving Fund
�
Requirements .
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APPENDIX A
Sta#e Revolving Fund (SRF) Requirements
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aPRIVITY OF CONTRACT.
� This contract is expected to be funded in part with funds from the Texas Water
Development Boazd. 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.
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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) Any 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 INSURANCE.
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 Landmazk 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 m.itigated. 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 Cornmission, (512-463-6096). The �
Contractor shall take reasonable steps to protect and preserve the discoveries until they
have been inspected by the Own.er'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 pernuts to enable the work to continue. The
Contractor shall not resume work in the area of the discovery until authorized to do so by
the Owner.
ENDANGERED SPECIES
No activity 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 mitigative
actions. The Contractor shall not resume constntction in the area of the encounter until
authorized to do so by the Owner.
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� LAWS TO BE OBSERVED.
dIn the execution of the Contract , the Contractor must comply with all applicable Local,
State and Federal laws, including but not limited to laws concerned with labor, safety,
minimum wages, and the environment. The Contractor shall make himself familiar with
� and at all times shall observe and comply with all Federal, State, and Local laws,
ordinances and regulations which in any manner affect the conduct of the work, and shall
D indemnify and save harmless the Owner, the TWDB, and their representatives against any
claim arising from violation of any such law, ordinance or regulation by himself or by his
subcontractor or his employees.
� HAZARDOUS MATERIALS
a Materials utilized in the project shall be free of any hazardous materials, except as may be
speciiically provided for in the specifications.
� If the Contractor encounters existing material on sites owned or controlled by the Owner
ar 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 employed,
and that employees are treated during employment without regard to their race,
color, religion, sex, age, handicap, or national origin. Such action shall include,
but not be limited to the following: Employment, upgrading, demotion, or
transfer; recruitment or recruitment advertising; layoff or termination; rates of pay
or other forms of compensation; and selection for training, including
apprenticeship. The Contractor agrees to post in conspicuous places, available to
employees and applicants for employment, notices to be provided setting forth the
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 agreement 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 12250 of November 2, 1980, the
Rehabilitation Act of 1973, 29 U.S.C.A. 701 et seq. (1985), and of the rules,
regulations, and relevant orders of the Secretary of Labor.
(5) The Contractor 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 with any of the said rules, regulations, or orders, this contract
may be canceled, terminated, or suspended in whole or in part and the Contractor
may be declared ineligible for fizrther 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, including 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 Employment 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 employment 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 ineeting 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.
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Whenever the Contractor, or any subcontractor at any tier, subcontracts a portion
a of the work involving any construction trade, it shall physically include in each
subcontract in excess of $10,000 the provisions of these specifications and the
notice which contains the applicable goals set for minority and female
� participation and which is set forth in the solicitation from which this contract
resulted.
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SITE CERTIFICATE
'This is to certify that the
(Leeal 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, rights-of-way, or specific use permits)
. necessary for construction, operation and maintenance of wastewater facilities described
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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
' (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
(Signature)
(Title)
. 19
NOTE: This certiiicate 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.
1-
The Contractor shall complete the two attached Texas Water Development Board
forms at time of contract execution. . �
2- The Contractor shall submit along with the by-monthly payroll certification the
attached form SRF - 74, Certification By Contractor for Labor Standard
Compliance
ED•t03
` (2r":.r7 ) )
CONTR�CTOR'S ACT OF ASSU�.��CE
ST.�TE OF TE:�AS
COL'NTY OF T.�.RR�N'r
BEFORE ME, ROBIN LOVETT , a Notary Pubtic duiy commissioned and qualii"ied
in and for che County of TARRAI�IT in the Stace of Texas came and appeared
HALL-ALBERT CONSTRUCTION CO3 as represented by PHI�IP STEPHIIVSON �e
,
corporation's PRESID�IT , who declares helshe is authorized to
represea[ HALL-ALBERT CONSTRUCTION C0. pursuant to provisions oi a resolution
adapted by said corporation on the 19TEi day of APRIL , 19 99
(a duly certiried copy of suc� resoIution is attached to and is hereby made a pa�t of this
documeat). .
PHILLIP STEPHEVSON ,��e represencative of �-��T CONSTRUCTION C0.
declares ihat HAIaL-�LBERT CONSTRLiCTION C0. assures c�.e Texas Wate: Developrr.ent
M390 GROUP 6 CONTRACT 1
Board that it will consu-uctPART 17 UNITS 2, 4 project a[ FT. WORTK , Texas,
in ac�ordance wich sound cons�ruction practic�, all laws of che Scate of Texas, and rhe ruies
of 4`�e Te:as Water Development Board IF DRAWIV AND SPECIFIID CORRECTLY BY THE
ENGINEER.
GI�E�i L�"DER 1�1Y H.-�:r� and seal of ofrice this 11 day of OCT ,
199 9 A.D.
:
ROBIN LOVETT
; � ' ' � P: mcrl � i:r.c
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- ; N1y Commission expires 6-1-2002
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RESOLUTION ADOPTED BY
U�IANIMOUS WRITTEN CONSENT OF T�i�E
BOARD OF DIRECTORS
OF
HALL-ALBERT CONSTi2UCTION COMPANY �
We, Ha11-Albert Construction Company, Phillip Stephenson, Michael F. Hall, Janet H.
Stephenson and Dennis W. Hall, as members of the Board of Directors of Hall-Albert
Construction Company, a corporation organized under the TEXAS BUSINESS
CORPORATION ACT, being a11 the members of such Boazd as presently constituted, do
by this writing consent to take the following actions and adopt the following resolutions:
IT IS RESOLVED, that Phillip Stephenson, President; Michael F. Hall, Vice
President; Dennis W. Hall, Vice-President; or Janet Stephenson, SecretaryiTreasurer have
the authority to enter into contracts on behalf of Hall-Albert Construction Company.
We direct that this consent be filed with the minutes of the proceedings of the Board of
Directors of the Corporation.
This consent is executed pursuant to Article 9.10(B) of the TEXAS BUSINESS
CORPORATION ACT and Paragraph 3.10 of the Bylaws of this Corporation, which
authorize the taking of action by the Board of Directors by unanimous written consent
without a meeting. • � „
EXECUTED ON April 19, 1999. / �
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PHILL�IP STE NSON, President
���s�,�...�f'� .
MICHAEL F. HALL, Vice President
� /
S W. HALL, ice President
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�� t�' !�' .�� �
JA�NET STEPHENS N,�Sec/Treas.
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Certification by 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
government 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 requirements 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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Appendix B - Easements
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APPENDIX B
EASEMENT DOCUMENTS
� Two (2) three-ring binders containing all the temporary right-of-entry forms, easements
(temporary construction and permanent) and permits 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 easement upon request. The terms
of all Special Provisions or Conditions for easements shall be applicable. The responsive
� low bidder(s) will be fizrnished with a copy of Appendix B after award of contract.
Bidders shall not remove any of the two (2) copies from the plans desk.
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SITE CERTIFICATE
This is to certify that the
(Legal Name of Applicant, i.e., Citv, District, etc.l
has now acquired, taken bona fide options on, or initiated formal condemnation
proceedings against all property (sites, easements, rights-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
(Legal Name ofApplicant)
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)
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(Title)
NOTE: This certificate MIJST 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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EXCA�/ATI�N, BACKF�I�� AND PA�/EMENT
REPAIR UNDER EXISTING STREETS
MIN, 2' H❑T OR C[7LD MIX ASPHALT-►
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TEMP�RARY PAVING REPAIR SHOWN —
F�R PERMANENT PAVING REPAIR DETAI+
SEE FIGURES 1-5 OR AS SPECIFIED IN
THE PLANS �R SPECIFICATI�NS,
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EMBEDMENT . •• .': '�� • � `- �
SEE SPEC, E1-2. -�� ,� L :. ��' MINIMUM 6' SAND
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� CWATER SIZES UP TCJ & INCLUDING 12").
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REV� MARCH 25, 1999
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EMBEDMENT
. SEE SPEC, E1-2
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SAND EMBEDMENT C�VER
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SAND EMBEDMENT C❑VER
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F❑R PERMANENT PAVING REPAIR DET�
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EXCA�/ATI❑N, BACKF�ILL AND PAVEMENT
. REPAIR UNDER EXISTING STREETS
MINIMUM 6' EMBEDMENT
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City of Fort Worth, Texas
� �►�Ay�r At1d Caunc�l Cammun�cAt�an
DATE REFERENCE NUMBER LOG NAME � PAGE
10/5/99 **C-17674 30AYERS 1 of 3
SUBJECT AWARD OF CONTRACT TO HALL-ALBERT .CONSTRUCTION COMPANY FOR MAIN
390 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND
. IMPROVEMENTS (GROUP 6, CONTRAC� 1) PART 17, UNITS 2 AND 4
RECOMMENDATION:
It is recommended that the City Council authorize the City Manager to execute a contract with Hall-
Albert Construction Company in the amount of $958,513.00 for Main 390 Drainage Area Sanitary
Sewer System Rehabilitation and Iriiprovements (Group 6, Contract 1) Part 17, Units 2 and 4.
DISCUSSION:
On October 14, 1997 (M&C C-16352), the City Council authorized the City Manager to execute an
engineering agreement with TranSystems Corporation to prepare plans and specifications for the
reduction of inflow/infiltration the in sanitary sewer Nf`ain 390 drainage area.
r
The project is part, of the City's Integrated Wet Weather Wastewater Management Program to comply
with an administrative order from the U.S. Environmental Protection Agency to eliminate sewer
overflows from the City's wastewater collection system.
The Unit 2 project consists of primarily of the following sanitary sewer laterals:
• L-2669R-beginning from the Ayers Avenue/Hazeline Drive, then westerly 1900 feet to
Rampart Street, then northerly 230 feet to Panola Street.
• L-2957-beginning from a point 100 feet north of the Panola Street/Jamaica Lane
intersection, then easterly 900 feet.
• L-1511-beginning from a point located 150 feet south and 520 feet west of the Collard
StreeUAvenue A intersection, then northerly 900 feet.
• L-3379-beginning from a point located 320 feet south and 150 feet east of the
Lancaster Avenue/Sanborn Street intersection, then southeasterly 750 feet.
i
• L-1089-beginning from the Lancaster Avenue/Toronto Street intersection, then
easterly 550 feet.
The proposed improvements consist of the replacement of apprdximately 3,750 linear feet of primarily
8-inch sewer pipe. The project is located in COUNCIL DISTRICT 8, Mapsco 78E, F, G and K.
?,.
�
City of Fort Worth, Texas
n►�Ayar And C,�unc�l C,a�r»mun�cAt�an �
DATE REFERENCE NUMBER LOG NAME PAGE
10/5/99 **C-17674 I 30A1�ERS 2 of 3
SUBJECT AWARD OF CONTRACT TO HALL-ALBERT CONS�'RUCTION COMPANY FOR MAIN
'390 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND
IMPROVEMENTS (GROUP 6, CONTRACT 1) PART 17, UNITS 2 AND 4
The Unit 4 proj'ect is generally bound on the north by View Street, on;;the south by Mt. Vernon Street, on
the east by Tandy Lane, and on the west by Toronto Street. The neighborhood streets that will be
impacted are View StFeet, Purington Avenue and Collard Street. The proposed improvements consist
of the replacement of approximately 3,200 linear feet of primarily 8-inch pipe. The� project is located in
COUNCIL DISTRICT 4, Mapsco 78F and G.
The project was advertised for bid July 8 and 15, 1999. On Augus�t 5, 1999, the following bids were
received:
UNlT 2:
BIDDER
Hall-Albert Constructiorr Companv
B & H Utilities, Inc.
Jackson Construction, Inc.
AMOUNT
$589.085.00
685,727.00
852,403.00
� TIME OF COMPLETION
�. 60 Calendar Days
UNIT 4:
BIDDER
Hall-Albert Construction Companv
Burleson Utilities, Inc.
Jackson Construction, Inc.
Stocker Enterpris�s, Inc.
B & H Utilities, Inc.
Whizcon Utilities, Inc.
AMOUNT
$369.428.00
�00,825.00
416,099.00
416,938.00
454,540.00
472,749.00
.; TIME OF COMPLETION
60 Calendar Days
Since Hall-Albert Construction Company is the low bidder on b�th units, construction will begin
simultaneously and the contractor wilt be allowed a total of 60 calendar days to complete construction
of both units, as stipulated in the project contract documents. �
In addition to the contract cost, $68,000 (Unit 2: $42,000 and Unit 4:'$26,000) is required for inspection
and survey and $37,000 (Unit 2: $18,000 and Unit 4: $19,000) is requ�red for project contingencies:
Hall-Albert Construction Company is in compliance with the City's M/V11BE Ordinance by committing to
18% M/WBE participation on Unit 2 and 17% M/WBE participation o°n Unit 4. The City's goal on this
project is 18% for Unit 2 and 17% for Unit 4.
.,
�
City of Fort Worth, Texas
n►�Ayar And C,aunc�l Cammun�cAt�an
DATE REFERENCE NUMBER LOG NAME PAGE
10/5/99 **C-17674 I 30AYERS I 3 of 3
SUBJECT AWARD OF CONTRACT TO HALL-ALBERT CONSTRUCTION COMPANY FOR MAIN
390 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND
IMPROVEMENTS (GROUP 6, CONTRACT 1) PART 17, UNITS 2 AND 4
FISCAL INFORMATION/CERTIFICATION:
The Finance [�irector certifies that funds are available in the current capital budget, as appropriated, of
the State Revolving Loan Fund. �
MG:j
Submitted for City Manager's
Office by:
Mike Groomer
Originating Department Head:
A. Douglas Rademaker
Additional Info rmation •Contact:
A. Douglas Rademaker
� FUND I ACCOUNT I CENTER I AMOUNT
I (to) �
6140 I
�
�
6157 � (from)
I PE42
PE42
�
6�57 �
541200 070420417380 $589,085.00
541200 070420417900 $369,428.00
CITY SECRETARY
�PPROV�i�
CITY Cf�U�l�6�.
QCT � ,�
�.� �,���..,J
City a oi�-t �Woryth f Texan