HomeMy WebLinkAbout025330 - Construction-Related - Contract - Stanfield Enterprises, Inc. dba S&J Electric--,
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CITY SECRETARY r� �����
CONTRACT NO. r7�.J
SPECIFICATIONS
AND
CONTRACT DQCLTIVI�NTS
FOR
l�iEW SIGNAL INSTALLATIONS
AT THE INTERSECTIONS OF:
CROWLEY ROAD (FM 731) / RISINGER ROAD
HARRIS PARKWAY / OAKMONT BLVD.
OAKMONT BLVD. / OAKMONT TRAIL
PROJECT No. TPW-TE-1999-0002
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IN THE CITY� OF FORT WORTH, TEXAS
JUNE 1999
KENNETH L. BARR BOB TERRELL
MAYOR CITY MANAGER
HUGO A. MALANGA, P. E. - DIRECTOR
JOE S. TERNUS, P.E. - ASSISTANT DIRECT
DEPARTMENT" OF TRANSPORTATIO�t AND PUBLIC WORKS
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ADDENDUM 1
City of Fort Worth
Transportation and Public Works Department
NEW SIGNAL INSTALLATIONS AT THE INTERSECTIONS OF:
CROWLEY RD. (F.M. 731)/RISINGER RD.
DICKSON ST./HEMPHILL ST.
HARRIS PKWY./OAKMONT BLVD. -
OAKMONT BLVD.IOAKMONT TR.
RELEASE DATE: Tuesday, July 27, 1999
BIDS TO BE RECEIVED: Thursday, July 29, 1999
The following additions shall be made to the appropriate sections of the plans and specifications
and shall become a part of the Contract Documents. Bidders shall acknowledge receipt of this
addendum on the bid pronosal and on the outside of the sealed envelope.
SPECIFICATIONS:
PART B— MINORITY AND WOMEN BUSINESS ENTERPRISE SPECIFICATIONS
SPECIAL INSTRUCTIONS FOR BIDDERS
M/WBE PROJECT GOALS
Revise the project goal as follows:
"The City's MBE/WBE goal on this project is 7% of the base bid value of the contract."
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ADDENDUM 2
� City of Fort Worth
Transportation and Public WoYks Department
PROJECT No. TPW-TE-1999-0002
NEW SIGNAL INSTALLATIONS AT THE INTERSECTIONS OF:
CROWLEY RD. (F.M. 731)/RISINGER RD.
DICKSON ST./HEMPHILL ST.
HARRIS PKWY./OAKMONT BLVD.
OAKMONT BLVD./OAKMONT TR.
RELEASE DATE: Thursday, July 29, 1999
PREVIOUS BID DATE: Thursday, July 29, 1999
NEW BID DATE: Thursdav, Au�ust 12. 1999
The following additions shall be made to the appropriate sections of the plans and specifications
and shall become a part of the Contract Documents. Bidders shall acknowledge receipt of this
addendum on the bid nronosal and on the outside of the sealed envelone.
NOTICE TO BIDDERS:
The date of the bid opening is changed to "Thursday. Au�ust 12. 1999."
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ADDENDUM 3
City of Fort Worth
Transportation and Public Works Department
PROJECT No. TPW-TE-1999-0002
NEW SIGNAL INSTALLATIONS AT THE INTERSECTIONS OF:
CROWLEY RD. (F.M. 731)/RISINGER RD.
HARRIS PKWY./OAKMONT BLVD.
OAKMONT BLVD./OAKMONT TR.
RELEASE DATE: Tuesday, August 10, 1999
�` BID DATE: Thursday. Au�ust 12.1999
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The following additions shall be made to the appropriate sections .of the plans and specifications
and shall become a part of the Contract Documents. Bidders shall acknowledge receipt of this
addendum on the bid nronosal and on the outside of the sealed envelone.
SPECIFICATIONS: .
COVER SHEET: PART A- NOTICE TO BIDDERS: PART F— CERTIFICATE OF
INSURANCE. PERFORMANCE BOND. PAYMENT BOND:
Delete "DICI{SON ST./HEMPHILL ST." from the list of new signal installations.
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PART S — PROPOSAL
Replace the Proposal with the attached Proposal Form.
PART B— MINORTTY AND WOMFN BUSINESS E�iTERPRISE S�ECIFICATIONS
SPECIAL INSTRUCTIONS FOR BIDDERS / 1VI/WBE PROJECT GOALS
Revise the project goal as follows:
"The City's MBE/WBE goal on this project is 6% of the base bid value of the contract."
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ADDENDUM 3
PART D - SPECIAL PROVISIONS:
Page D-1: Delete "DICKSON ST./HEMPHILL ST." from the list of new signal
ins.tallations.
Page D-2, Item 1. SCOPE OF WORK, (b): Revise the number of working days from
90 to 70.
PART G — CONTRACT:
Delete "DICKSON ST./HEMPHILL ST." from the list of new signal installations.
Item 4.: Revise the number of working days from 90 to 70.
PLANS:
ESTIMATE SUMMARY SHEET (SHEET 4 OF 251:
Remove the quantities for the intersection of Dickson Street & Hemphill Street. A new
estimate summary sheet is attached.
PLAN SHEETS lNos. 8, and 91:
Remove the following plan sheets from the project:
Sheet No. Index of Drawings
8. Dickson St. and Hemphill St. Traffic Signal Design Layout
9 Dickson St. and Hemphill St. Signs and Markings Layout
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PROPOSAL
� TO: Mr. Bob Terrell
City Manager
Fort Worth, Texas
REVISED ADDENDUM #3
� FOR: NEW SIGNAL INSTALLATIONS AT THE INTERSECTIONS OF:
CROWLEY ROAD (F.M. 731) AND RISINGER ROAD
HARRIS PARKWAY AND OAKMONT BOULEVARD
� OAKMONT BOULEVARD AND OAKMONT TRAIL
PROJECT No. TPW-TE-1999-0002
a Pursuant to the foregoing "Notice to Bidders", the undersigned has thoroughly examined the plans, specificarions 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 complete all the work as provided in the plans and specifications, and subject
� to the inspection and approval of the Director of the Department of Transportation and Public Works of the City of
Fort Worth.
Upon acceptance of this proposal by the City Council, the bidder is bound to execute a contract and furnish
� Performance and Payment Bond approved by the City of Fort Worth for perfornung and completing said work within
the time stated and for the following sums, to-wit:
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REVISED ADDENDUM #3
INTERSECTION 1: NEW SIGNAL INSTALLATION AT CROWI,FY ROAD (F.M. 7311 / RISINGER ROAD
PAY APPROX. UNIT TOTAL
ITEM I QUANTITY DESCRIPTION OF ITEMS I PRICE ( AMOUNT BID
1. 1/3 LS MOBILIZATION $ $ •
2. 8 EA INSTALL SIGNAL HEAD 12" RYG '
(TYPE A) $ $
3. 0 EA INSTALL SIGNAL HEAD 12" RF-YG
(TYPE B) $ N/A_ $ N/A
4. 2 EA INSTALL SIGNAL HEAD 12" RRF-YG ,
(TYPE C) $ $
5. 0 EA INSTALL SIGNAL HEAD 12" RYG�YG
— VERTICAL (TYPE F) $ N/A_ $ N/A
6. 0' EA INSTALL SIGNAL HEAD 12" RYGF—YG
— HOUSEHEAD (TYPE E) $ N/A $ N/A
7. 0 EA INSTALL SIGNAL HEAD 8" RYG
(TYPE G) $ N/A_ $ N/A
8. 10 EA FURNISH AND INSTALL 12" RED
L.E.D. INSERTS $ $
9. 8 EA FURNISH AND INSTALL � : �
, INTERNATIONAL PEDESTRIAN $ $
SIGNAL (TYPE P)
10. 8 EA FURNISH AND INSTALL PEDESTRIAN
PUSHBUTTON AND SiGN ASSEMBLY $ $
11. 1,370 LF LOOP DETECTOR SAW CUT AND
INSTALLATION $ $
12. 1 EA FURNISH AND INSTALL LARGE
GROUND BOX WITH LID $ $
13. 18 EA FURNISH AND INSTALL SMALL
GROUND BOX WITH LID $ $
14. 480 LF FURNISH AND INSTALL 3" SCHEDULE
40 PVC CONDUIT (BY OPEN CUT) $ $
15. 355 LF FURNISH AND INSTALL 2" SCHEDULE
40 PVC CONDUIT (BY OPEN CU1� $ $
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Proposal
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INTER$ CTION 1 (Continued�
PAY APPROX. UNIT �
ITEM QUANTITY DESCRIPTION OF ITEMS PRICE
16. 305 LF FURNISH AND INSTALL 1-1/4"
SCHEDULE 40 PVC CONDUIT $
(BY OPEN CUT)
17. 20 LF FURNISH AND INSTALL 1-1/4" RIGID
METAL CONDUIT $
18. 590 LF FURNISH AND INSTALL 3" SCHEDULE
40 PVC CONDUIT (BORED) $
19. 0 LF FURNISH AND INSTALL 2" SCHEDULE
40 PVC CONDUIT (BORED) $
20. 0 LF FURNISH AND INSTALL 1-1/4"
SCHEDULE 40 PVC CONDU�T (BORED) $
21. 1,160 LF FURNISH AND INSTALL 16
CONDUCTOR #14 SOLID WIRE $
22. 0 LF FURNISH AND INSTALL 8
CONDUCTOR #14 SOLID WIRE $
23. 8,195 LF FURNISH AND INSTALL 4
CONDUCTOR #18 SHIELDED WIRE $
24. 0 LF FURNISH AND INSTALL OVERHEAD
REVISED ADDENDUM #3
TOTAL
AMOUNT BID
$
$
$
N/A_ $ N/A
N/A_ $ N/A
$
N/A_ $ N/A
$
#6 TRIPLEX $ N/A_ $ N/A
25. 1 EA FURNISH AND INSTALL
FOUNDATION TYPE 1 $ $
26. 0 EA FURNISH AND 1NSTALL
. FOUNDATION TYPE 2 � $ N/A_ $ N/A
27. 1 EA FURNISH AND INSTALL
FOLJNDATION TYPE 3 $
28. 3 EA FURNISH AND INSTALL
FOUNDATION TYPE 4 $
29. 0 EA FURNISH AND INSTALL
FOUNDATION TYPE 5 $
30. 1 EA FURNISH AND INSTALL CABINET
FOUNDATION �
Proposal
$
$
N/A_ $ N/A
$
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INT�RSE(iTION 1 (Continued�
PAY APPROX. U1�TIT
ITEM QUANTITY DESCRIPTION OF ITEMS PRICE
31. 1 EA FURNISH AND INSTALL ELECTRICAL �
SERVICE $
32. 0 EA FURNISH AND INSTALL SIDEWALK
REVISED ADDENDUM #3
TOTAL
AMOUNT BID
$
RAMPS $ N/A $ N/A
33. 2 EA FURNISH AND INSTALL
CHANNELIZATION ISLAND $
34. 1 LS INSTALLATION OF TRAFFIC SIGNAL
MISCELLANEOUS $
35. 1 EA INSTALL TYPE 170 CONTROLLER/332
CABINET W/CONFLICT MONITOR
AND MODEM $
36. 0 EA INSTALL TYPE 170 CONTROLLER/336
$
$
$
CABINET W/CONFLICT MONITOR $ N/A $ N/A
- AND MODEM
37. ' 0 EA INSTALL 16' MAST ARM $ N/A $ N/A
38. 0 EA INSTALL 20' MAST ARM $ N/A $ N/A
39. 0 EA INSTALL 24' MAST ARM $ N/A $ N/A
40. 0 EA I3�iSTALL 28' MAST ARM $ N/A $ N/A
41. 0 EA INSTALL 32' MAST ARM $ N/A $ N/A
42. 1 EA INSTALL 36' MAST ARM $ $
43. 1 EA INSTALL 40' ivIAST ARM $ $
44. 2 EA INSTALL 44' MAST ARM $ $
45. 0 EA INSTALL 48' MAST ARM $ N/A_ $ N/A
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Proposal
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INTER$ECTION 1 (Continuedl
PAY APPROX.
ITEM { QUANTITY DESCRIPTION OF ITEMS
46. 0 EA INSTALL TYPE 8 SIGNAL POLE $
47. 1 EA TNSTALL TYPE 41 SIGNAL POLE $
48. 0 EA INSTALL TYPE 42 SIGNAL POLE $
49. 3 EA INSTALL TYPE 43 SIGNAL POLE $
50. 0 EA INSTALL TYPE 44 SIGNAL POLE $
51. 1 EA INSTALL 10' PEDESTAL POLE $
52. 0 EA INSTALL WOOD POLE $
53. 1 EA INSTALL BASE FOR 10' PEDESTAL
� POLE, ANCHOR BOLTS, GROUND ROD $
54. 4 EA INSTALL 8' STREET LIGHT ARM AND �
LUMINAIRE , $
55. 1 LS INSTALL OPTICOM CABLE AND
DETECTOR $
56. 0 LF INSTALL COAX CABLE RG-11
� � UNDERGROUND $
SUBTOTAL INTERSECTION 1 = $
Proposal
REVISED ADDENDUM #3
iJNIT ' TOTAL
PRICE AMOUNT BID
n//R $ N/A
$
N/A_ $ N/A
$
N/A_ $ N/A
$
N/A_ $ N/A
$
$
$
N/A $ N/A
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REVISED ADDENDUM #3
INTER�ECTION 2: NEW SIGNAL INSTALLATION AT HARRIS PARKWAY / OAKMONT BLVD.
EM f QUANTITY I DESCRIPTION OF ITEMS PRICE AMOUNT BID'
1. 1/3 LS MOBILIZAT'ION $ $
2. 6 EA INSTALL SIGNAL HEAD 12" RYG
(TYPE A) $ $
3. 0 EA INSTALL SIGNAL HEAD 12" RF-YG
(TYPE B) $ N/A_ $ N/A
4. 0 EA INSTALL SIGNAL HEAD 12" RR�YG
(TYPE C) $ N/A_ $ N/A
5. 0 EA INSTALL SIGNAL HEAD 12" RYGFYG
— VERTICAL (TYPE F) $ N/A_ $ N/A
6. 1 EA INSTALL SIGNAL HEAD 12" RYG�YG
— HOUSEHEAD (TYPE E) $ $
7. 0 EA INSTALL SIGNAL HEAD 8" RYG
(TYPE G) $ N/A_ $ N/A
8. 7 EA FURNISH AND R�iSTALL 12" RED
L.E.D.1?�TSERTS $ $
9. 4 EA FURNISH AND INSTALL ' �
. INTERNATIONAL PEDESTRIAN $ $
SIGNAL (TYPE P)
10. 4 EA FURNISH AND INSTALL PEDESTRIAN
PUSHBUTTON AND SIGN ASSEMBLY $ $
11. 600 LF LOOP DETECTOR SAW CUT AND �
INSTALLATION $ $
12. 1 EA FURNISH AND INSTALL LARGE
GROUND BOX WITH LID $ $
13. ,11 EA FURNISH AND II�iSTALL SivIALL
GROUND BOX WITH LID $ $
14. 310 LF FUR?�TISH AND INSTALL 3" SCHEDULE
40 PVC CONDUIT (BY OPEN CUT) $ $
15. 0 LF FURNISH AND INSTALL 2" SCHEDULE
40 PVC CONDUIT (BY OPEN CUT� $ N/A_ $ N/A
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_��TFRSF,CT��N 2 (Continuedl
PAY APPROX. UNIT
ITEM I QUANTITY I DESCRIPTION OF ITEMS I P�CE
16. 530 LF FURNISH AND INSTALL 1-1/4"
SCHEDULE 40 PVC CONDUIT $
(BY OPEN CUT)
17. 20 LF FURNISH AND INSTALL 1-1/4" RIGID
METAL CONDUIT $
18. 390 LF FURNISH AND INSTALL 3" SCHEDULE
40 PVC CONDUIT (BORED) $
19. 0 LF FURNISH AND INSTALL 2" SCHEDULE
40 PVC CONDUIT (BORED) $
20. 0 LF FURNISH AND INS�'ALL 1-1/4"
SCHEDULE 40 PVC CONDUIT (BORED) $
21. 765 LF FURNISH AND INSTALL 16
CONDUCTOR #14 SOLID WIRE $
22. 0 LF FURNISH AND INSTALL 8
, CONDUCTOR #14 SOLID WIRE $
23. 2,360 LF FURNISH AND INSTALL 4
- CONDTJCTOR #18 SHIELDED WIRE $
24. 0 LF FURNISI3 AND INSTALL OVERHEAD
REVISED ADDENDUM #3
TOTAL
AMOUNT BID
$
$
$
N/A_ $ N/A.
N/A_ $ N/A.
$
N/A_ $ N/A.
, $� .
#6 TRIPLEX $ N/A $ N/A
25. 0 EA FURNISH AND INSTALL
FOUNDATION TYPE 1 $ N/A_ $ N/A
26. 0 EA FURNISH AND INSTALL
FOUNDATION TYPE 2 $ N/A_ $ N/A �
27. 3 EA FURNISH AND INSTALL
' FOUNDATION TYPE 3 $
28. 1 EA FURNISH AND INSTALL
FOUNDATION TYPE 4 $
29. 0 EA FURNISH AND INSTALL
$
$
FOUNDATION TYPE 5 $ N/A $ N/A
30. 1 EA FURNISH AND INSTALL CABINET
FOUNDATION $ $
Proposal
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INTER�ECTIO�1 2 (Continuedl
PAY APPROX. UNIT
ITEM I QUANTITY l DESCRIPTION OF ITEMS I PRICE
31. 1 EA FURNISH AND INSTALL ELECTRICAL
SERVICE $
32. 2 EA FURNISH AND INSTALL SIDEWALK
RAMPS $
33. 0�A FURNISH AND INSTALL
CHANNELIZATION ISLAND $ N/A
34. 1 LS INSTALLATION OF TRAFFIC SIGNAL
MISCELLANEOUS $
35. 1 EA INSTALL TYPE 170 CONTROLLER/332
CABINET W/CONFLICT MONITOR
, AND MODEM $
36. 0 EA INSTALL TYPE 170 CONTROLLER/336
REVISED ADDENDUM #3
TOTAL
AMOUNT BID
$
$
$ N/A
$
$
CABINET W/CONFLICT MONITOR $ N/A $ N/A
AND MODEM
37. 0 EA INSTALL 16' MAST ARM $ N/A $ N/A
38. 0 EA INSTALL 20' MAST ARM $ N/A_ $ NIA
39. 0 EA INSTALL 24' MAST ARM $ N/A $ N/A
40. 1 EA INSTALL 28' MAST ARM $ $
41. 0 EA INSTALL 32' MAST ARM $ N/A $ N/A
42. 1 EA INSTALL 36' MAST ARM $ $
43. 0 EA INSTALL 40' MAST ARM $ N/A_ $ N/A
44. 0 EA INSTALL 44' MAST ARM $ N/A $ N/A
45. 1 EA INSTALL 48' MAST ARM $ $
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Proposal
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INTER. ECTION 2 (Continued� '
PAY APPROX.
ITEM QUANTITY DESCRIPTION OF ITEMS P
46. 0 EA INSTALL TYPE 8 SIGNAL POLE $
47. 1 EA INSTALL TYPE 41 SIGNAL POLE $
48. 2 EA INSTALL TYPE 42 SIGNAL POLE $
49. 0 EA TNSTALL TYPE 43 SIGNAL POLE $
50. 1 EA INSTALL TYPE 44 SIGNAL POLE $
51. 0 EA INSTALL 10' PEDESTAL POLE $
52. 0 EA I�TSTALL WOOD POLE $
53. 0 EA INSTALL BASE FOR 10' PEDESTAL
POLE, ANCHOR BOLTS, GROUND ROD $
54. 1 EA 1NSTALL 8' STREET LIGHT ARM AND
LUMINAIRE $
55. 1 LS INSTALL OPTICOM CABLE AND
DETECTOR $
56. 0�,F INSTALL COAX CABLE RG-11
� � UNDERGROUND $
SUBTOTAL INTERSECTION 2 = $
Proposal
REVISED ADDENDUM #3
UNIT TOTAL
RICE AMOUNT BID
N/A_ $ N/A
$ .
, $
N/A_ $ N/A
$
N/A_ $ N/A
N/A_ $ N/A
N/A_ $ N/A
$
$ ,
N/A $ N/A
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REVISED ADDENDUM #3
INTER�ECTIC>N 3: NEW SIGNAL INSTALLATION AT OAKMONT BLVD. / OAKMONT TRAIL
EM I QUANT TY I DESCRIPTION OF ITEMS PRICE AMO NT BID
1. 1/3 LS MOBILIZATION $ $
2. 6 EA INSTALL SIGNAL HEAD 12" RYG
(TYPE A) $ $
3. 0 EA 1NSTALL SIGNAL HEAD 12" RE—I'G
(TYPE B) $ N/.�_ $ N/A
4. 0 EA 1NSTALL SIGNAL HE�.D 12" RRF-YG
(TYPE C) $ N/A_ $ N/A
5. 0 EA INSTALL SIGNAL HEAD 12" RYG�YG
— VERTICAL (TYPE F) $ N/A_ $ N/A
6. 1 EA INSTALL SIGNAL HEAD 12" RYG<--YG
— HOUSEHEAD {TYPE E) • $ $
7. 0 EA INSTALL SIGNAL HEAD 8" RYG
(TYPE G) $ N/A_ $ N/A
8. 7 EA FURNISH AND INSTALL 12" RED
L.E.D. INSERTS $ $
9. 4 EA � FURNISH AND INSTALL
INTERNATIONAL PEDESTRIAN $ $
SIGNAL (TYPE P)
i
10. 4 EA FURNISH AND INSTALL PEDESTRIAN
PUSHBUTTON AND SIGN ASSEMBLY $ $
11. 600 LF LOOP DETECTOR SAW CUT AND
INSTALLATION $ $
12. 1 EA FURNISH AND INSTALL LARGE
GROUND BOX WITH LID $ $
13. 11 EA FURNISH AND INSTALL SMALL
GROUND BOX WITH LID $ $
14. 180 LF FURNISH AND INSTALL 3" SCHEDULE
40 PVC CONDUIT (BY OPEN CUT) $ $
15. 0 LF FURNISH AND INSTALL 2" SCHEDULE
40 PVC CONDUIT (BY OPEN CUT) $ N/A_ $ N/A
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INTERSECTION 3 (Continuedl
PAY APPROX. UNIT
ITEM I QUANTITY DESCRIPTION OF ITEMS I PRICE
16. 605 LF FLJRNISH AND INSTALL 1-1/4"
SCHEDULE 40 PVC CONDUIT $
(BY OPEN CUT)
17. 20 LF FURNISH AND INSTALL 1-1/4" RIGID
METAL CONDUIT $
18. 565 LF FURNISH AND INSTALL 3" SCHEDULE
40 PVC CONDUIT (BORED) $
19. 0 LF FURNISH AND INSTALL 2" SCHEDULE �
40 PVC CONDUIT (BORED) $_
20. 30 LF FURNISH AND INSTALL 1-1/4"
SCHEDULE 40 PVC CONDUIT (BORED) $
21. 605 LF FURNTSH AND INSTALL 16
CONDUCTOR #14 SOLID WIRE $
22. 310 LF FURNISH AND INSTALL 8
CONDUCTOR #14 SOLID WIRE $
23. 2,460 LF FLTRTTISH AND INSTALL 4•
- CONDUCTOR #18 SHIELDED WIRE $ •
24. 0 LF FURNISH AND INSTALL OV�RHEAD
REVISED ADDENDUM #3
TOTAL
AMOUNT BID
$
$
$
N/A_ $ N/A
$
$
$
.$
#6 TRIPLEX $ N/A $ N/A
25. 3 EA FURNISH AND INSTALL
FOUNDATION TYPE 1 $
2b. 0 EA FURNISH AND INSTALL
FOUNDATION TYPE 2 $.
27. 1 EA FURNISH AND INSTALL
FOUNDATION TYPE 3 $
28. 1 EA FURNISH AND INSTALL
FOUNDATION TYPE 4 $
29. 0 EA FURNISH A�ID INSTALL
FOUNDATION TYPE 5 $
30. 1 EA � FURNISH AND INSTALL CABINET
FOUNDATION $
Proposal
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N/A_ $ N/A,
$
$
N/A_ $ N/A.
$
B-11
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INTERSECTION 3 (Continuedl
PAY APPROX. UNIT
ITEM I QUANTITY DESCRIPTION OF ITEMS I P�CE
31. 1 EA FURNISH AND INSTALL ELECTRICAL
SERVICE $
32. 2 EA FURNISH AND INSTALL SIDEWALK
RAMPS $
33. 0 EA FURNISH AND INSTALL
REVISED ADDENDUM #3
TOTAL
AMOUNT BID
$
$
CHANNELIZATION ISLAND $ N/A $ N/A
34. 1 LS INSTALLATION OF TRAFFIC SIGNAL
� MISCELLANEOUS $
35. 1 EA INSTALL TYPE 170 CONTROLLER/332
CABINET W/CONFLICT MONITOR
AND MODEM $
36. 0 EA INSTALL TYPE 170 CONTROLLER/336
$
$
CABINET W/CONFLICT MONITOR $ N/A $ N/A
AND MODEM
37. 0 EA INSTALL 16' MAST ARM $ N/A $ N/A
38. 0 EA INSTALL 20' MAST ARM $ N/A_ $ N/A
39. 0 EA INSTALL 24' MAST ARM $ N/A $ N/A
40. 1 EA INSTALL 28' MAST ARM $ $
41. 0 EA INSTALL 32' MAST ARM $ N/A $ N/A
�42. 0 EA INSTALL 36' MAST ARM $ N/A $ N/A
43. 1 EA INSTALL 40' MAST ARM $ $
44. 0 EA INSTALL 44' MAST ARM $ N/A $ N/A
45. 0 EA INSTALL 48' MAST ARM $ N/A_ $ N/A
,,,\
Proposal
B-12
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REVISED ADDENDUM #3
INTER�ECTION 3 (Continuedl
PAY APPROX.
ITEM I QUANTITY DESCRIPTION OF ITEMS I
46. 0 EA INSTALL TYPE 8 SI�NAL POLE $
47. 1 EA INSTALL TYPE 41 SIGNAL POLE $
48. 0 EA INSTALL TYPE 42 SIGNAL POLE $
49. 1 EA INSTALL TYPE 43 SIGNAL POLE $
50. 0 EA INSTALL TYPE 44 SIGNAL POLE $
51. 3 EA INSTALL 10' PEDESTAL POLE $
52. 0 EA INSTALL WOOD POLE $
53. 3 EA IN3TALL BASE FOR 10' PEDESTAL
POLE, ANCHOR BOLTS, GROUND ROD $
54. 2 EA INSTALL 8' STREET LIGHT ARM AND
LUMINAIRE $
55. 1 LS INSTALL OPTICOM CABLE AND
DETECTOR $
56. - 55 LF INSTALL COAX CABLE RG-11 �
� UNDERGROUND $
SUBTOTAL INTERSECTION 3= $
BID SUMMARY:
SUBTOTAL BID INTERSECTION 1 =
SUBTOTAL BID INTERSECTION 2 =
SUBTOTAL BID INTERSECTION 3 =
TOTAL BID FOR ALL INTERSECTIONS
(INTERSECTIONS 1 + 2 + 3) _
$
$
$
.$
UNIT TOTAL
PRICE AMOUNT BID
N/A_ $ N/A
$
N/A_ $ N/A
$
N/A_ $ N/A
$
N/A_ $ N/A
$
$
$
$
CONTRACTOR WILL BE SELECTED ON BASIS OF TOTAL BID FOR ALL 3 INTERSECTIONS
Proposal
B-13
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REVISED ADDENDUM #3
This contract is issued by an organization which qualifies for exemption pursuant to the provision of Article
20.04 (F) of the Texas Limited Sales, Excise and Use Tax Act,
Taxes. All equipment and materials not consumed by or incorporated into the project construction, are
subject to State sales taxes under House Bill 11, enacted August 15, 1991.
The successful Bidder shall be required to complete the attached Statement of Materials and Other Charges
at the time of executing the contract. �
The Contractor shall comply with City Ordinance 7278, as amended by City Ordinance 7400 (Fort Worth
City Code Sections 13-A-21 through 13-A-29), prohibiting discrimination in employment pracrices.
The undersigned agrees to complete all work covered by these contract documents within Seventv (701
Working Days from and after the date for commencing work as set forth in the written Work Order to be
issued by the Owner and to pay not less than the "Prevailing Wage Rates for Street, Drainage and Utility
Construction" as established by the City of Fort Worth, Texas.
(`� Within ten (10) working days of receipt of notice of acceptance of this bid, the undersigned will execute the
L� formal contract and will deliver an approved Surety Bond and other bonds required by the Contract
Documents for the faithful performance of this Contract. The attached bid security in the amount of 5% in
the sum of Dollars ($ ) is to be forfeited in the event
� • the contract and bond are not executed within the time set forth, as liquidated damages for delay and
additional work caused thereby.
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The Bidder agrees to begin construction within 10 working days after issue of the work order, and to
complete the contract within Seventv (70) Workin� Days after beginning construction as set forth in the
written work brder to be furnished by the Owner. �
(Uwe), acknowledge receipt of the following addend'a to the plans and specifications, all of the provisions
and requirements of which have been taken into consideration in preparation of the foregoing bid:
Addendum No. 1 (Initials)
Addendum No. � (Initials)
Addendum No. 3 (Initials)
Addendum No. 4 (Initials)
Respectfully submitted:
By:
Title:
Address:
Telephone:
(SEAL)
Date
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Proposal
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a, CITY OF FORT WORTH, TEXAS TRANSPORTATION AND PUBLIC WORKS DEPARTMENT
ESTIMATE SUMMARY SHEET
CROWLEY RD./RISINGER RD. ,
�HARRIS PKWY./OAKMONT BLVD.
OAKMONT BLVDJOAKMONT TR. ADDENDUM #3
PLAN SHEET 4 OF 25
D3Y0: August 5,1999
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Item
No.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
Furnished
By
Contractor
City
City
City
City
City
Ciry
Contractor
Conuactor
Contractor
Contractor
Contractor
Contractor
Contractor
Contractor
Contractor
Contractor
Contractor
Contractor
Contractor
Contractor
Contractor
Contractor
Contractor
� Contractor
Contractor
Contractor
Contracror
Contractor
Contractor
Contractor
Contractor
Contractor
Contractor
Contractor
CITY
CITY
CITY
CITY
CITY
CITY
CITY
CITY
CITY
CITY
CITY
CITY
CIT'Y
CITY
CITY
CITY
CITY
CITY
CITY
CITY
CITY
CITY
Description •
Mobilization
Si�nal Head 3 Section 12" RYG (Type A)
Signal Head 3 Section 12" R Y G(Type B)
Signal Head 4 Section 12" RR Y G(Type C)
Signal Head 5 Section ] 2" RYG Y G- Vertical (Type F)
Si�nal Head 5 Section 12" RYG Y G- Househead (Type E)
Signal Head 3 Section 8" RYG (Type G)
Red L.E.D. Inserts
International Pedestrian Si�nal (Type P)
Pedestrian Pushbutton and Si�n Assembly
Loop Detector Saw Cut and Installation
Ground Box - LarRe with Lid
Ground Box - Small with Lid
Conduit PVC 3° (Open Cut)
Conduit PVC 2° (Open Cut)
Conduit PVC 1-1/4" (Open Cut)
Conduit Rigid Metal 1-1/4" (Open Cut)
Conduit PVC 3" Bore
Conduit PVC 2" Bore
Conduit PVC 1-1/4" Bore
16 Conductor #14 Solid (Electrical Wire)
8 Conductor #14 Solid (Electrical Wire)
4 Conductor #14 Solid (Elecfical Wire)
4 Conductor Shielded (Electrical Wire)
Overhead #6 Triplex (Electrical Wire)
Concrete Foundation Type 1 .
Concrete Foundation Type 2
Concrete Foundation Type 3
Concrete Foundation Type 4
Concrete Foundallon Type 5
Cabinet Concrete Foundation
Electrical Service
Sidewalk Ramp Installation
Island Channelization Installation
Instatlation of Traffic Si�nal Miscellaneous
Type 170 Controller/332 Cabinet
Type 170 Controller/336 Cabinet
16' Mast Arm
20' Mast Arm
24' Mast Arm
28' Mast Arm
32' Mast Arm
36' Mast Attn
40' Mast Arm
44' Mast Arm
48' Mast Arm
Type 8 SiQnal Pole
Type 41 Sin,nal Pole
Type 42 SiRnal Pole .
Type 43 SiRnal Pole
Type 44 Si�nal Pole
10' Pedestal Pole
Wood Pole
Base for 10' Pedestal Pole, Anchor Bolts, Ground Rod
8' Street Light Arm and Luninaire
Opticom Cable and Detector
Coax Cable RG-11 Underground
Unit
LS
EA
EA
EA
EA
EA
EA
EA
EA
EA
LF
EA
EA
LF
LF
LF
LF
LF
LF
LF
LF
LF
LF
LF
LF
EA
EA
EA
EA
EA
EA
EA
EA
EA
LS
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
L5
LF
Quantity
Crowley/
Risinger
0.33
8
0
2
0
0
0
l0
8
8
1,370
1
18
480
355
305
20
590
0
0
1,160
0
0
8,195
0'
1
0
1
3
0
1
1
0
2
1
1
0
0
0
0
0
0
1
1
2
0
0
I
0
3
0
1
0`
1
4
1
0
Quantity Quantity
Harris Pkwy./ Oakmont Blvd.i
Oakmont Blvd. Oakmont Tr.
0.33 033
8 6
0 0
0 0
0 0
1 1
0 0
7 7
4 4
4 4
600 600
1 1
11 11
310 180
0 0
530 605
20 20
390 565
0 0
0 30
765 605
0 310
0 0
2,360 2,460 •
0 0
0 3
0 0
3 1
1 1
0 0
1 1
1 1
2 2
0 0
I 1
1 1
0 0
0 0
0 0
0 0
1 1
0 0
1 0
0 1
0 0
1 0
0 �0
1 1
2 0
0 1
1 0
0 3
0 0
0 3
1 2
1 1
0 55
Total
Quantities
1
22
0
2
0
2
0
24
16
16
2,570
3
40
970
355
1,440
60
1,545
0
30
2,530
310
0
13,015
0
4
0
5
5
0
3
3
4
2
3
3
0
0
0
•0
2
0
2
2
2
1
0
3
2
4
1
4
0
4
7
3
55
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TABLE OF CONTENTS
Part A Notice to Bidders
Special Instructions to Bidders
Part B Proposal
Vendor Compliance to State Law
Minority and Women Business Enterprise Specifications
Part C General Conditions
(See City of Fort Worth Standard Specifications For Street
and Storm Drain Construction, Part I. General Provisions)
Part D Special Provision
Part E Specifications
Installation of Traffic Signals
Silicone Joint Sealing for Concrete Pavement
Part F Certificate of Insurance and Bonds
Certificate of Insurance
Contractor Compliance With Worker's Compensation Law
Equipment Schedule
Experience Record .
Performance Bond
Payment Bond
Part G Contract
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PART A
NOTICE TO BIDDERS
AND
SPECIAL INSTRUCTIONS TO BIDDERS
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NOTICE TO BIDDERS
Sealed proposals for the following:
FOR: NEW SIGNAL INSTALLATIONS AT THE INTERSECTIONS OF:
CROWLEY ROAD (FM 731) / RISINGER ROAD
DICKSON STREET / HEMPHILL STREET
HARRIS PARKWAY / OAKMONT BLVD.
OAKMONT BLVD. / OAKMONT TRAIL
PROJEC'�' No. TPW-TE-1999-0002
The project consists of the complete installation of traffic signals with poles, mastarms, pole foundations,
conduit and loop detectors.
Addressed to Mr. Bob Terrell, City Manager of the City of Fort Worth, Texas will be received at the Purchasing
Office until 1:30 PM, Thursday. Julv 29. 1999 and then publicly opened and read aloud at 2:00 PM in the Council
Chambers. Plans, Specifications and Contract Documents for this project may be obtained at the Department of
Transportation and Public Works, Second Floor, Municipal Building, 1000 Throckmorton Street, Fort Worth, Texas
starting Thursday, July 1, 1999. One set of documents will be provided to prospective bidders for a deposit of
$20.00; such deposit will be refunded if the documents are returned in good condition within (10) days after bids are
opened. Additional sets may be purchased on a nonrefundable basis for twenty dollars ($20.00) per set. These
documents contain additional information for prospective bidders.
A Pre-Bid Conference will be held at 2:00 PM, Tuesday, July 13, 1999 in Room G14 of the Public Safety Building,
1000 Throckmorton Street, Fort Worth, Texas. All bidders are encouraged to attend.
Bid security is required in accordance with the Special Instruction to Bidders.
The City reserves the right to reject any and/or all bids and waive any and/or all irregularities. No bid may be
withdrawn until the expiration of forty-nine (49) days from the date the M/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 forty-nine (49) days aftar this documentation is
received, but in no case will the award be made until the responsibility of the bidder to whom it is proposed to
award the contract has been verified.
Bidders are responsible for obtaining all Addenda to the contract documents and acknowledging receipt of the
D Addenda by initialing the appropriate spaces on the PROPOSAL form. Bids that do not acknowledge receipt of all
Addenda may be rejected as being nonresponsive. Information regarding the status of Addenda may be obtained by
contacting the Transportation and Public Works Deparhnent at (817) 871-7800.
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In accord with City of Fort Worth Ordinance No. 11923, as amended by Ordinance 13471, the City of Fort Worth
has goals for the participation of minority business enterprises and women business enterprises in City contract. A
copy of the Ordinance can be obtained from the Offce of the City Secretary. The bidder shall submit the
MBE/WBE UTILIZATION FORM, PRIME CONTRACTOR WAIVER FORM and/or the GOOD FAITH
EFFORT FORM ("Documentation") as appropriate. The documentation must be received no later than 5:00 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. For additional
information, contact Mr. Mike Weiss at (817) 871-8485.
Advertising Dates: June 24. 1999 Julv 1, 1999
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SPECIAL INSTRUCTIONS TO BIDDERS
1. BID SECURITY: Cashier's check or an acceptable bidder's bond payable to the City of Fort Worth, in an
0 amount of not less than five (5%) percent of the total of the bid submitted must accompany the bid, and is
subject to forfeit in the avent the successful bidder fails to execute the contract documents within ten (10) days
after the contract has been awarded.
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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.
2. PAYMENT, PERFORMANCE, AND MAINTENANCE BONDS:, The successful bidder entering into a
contract for the work will be required to give the City surety in a sum equal to the amount of the contract
awarded. In this connection, the successful bidder shall be required to furnish Performance, Payment and
Maintenance Bonds, all in a sum equal to the amount of the contract awarded. The form of the bond shall be as
herein provided and the surety shall be acceptable to the City. All bonds furnished hereunder shall meet the
requirements of Article 5160 of the Revised Civil Statutes of Texas, as amended.
In order for a surety to be acceptable to the City, (1) the name of the surety shall be included on the current U.S.
Treasury List of Acceptable Sureties (Circular 870), or (2) the surety must have capital and surplus equal to ten
times the amount 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) of the total capital and
surplus. If reinsurance is required, the company writing the reinsurance must be authorized, accredited or
trusteed to do business in Texas.
No sureties will be accepted by the City which are at the time in default or delinquent on any bonds or which
D are interested in any litigation against the City. Should any surety on the contract be determined unsatisfactory
at any time by the City, notice will be given to the Contractor to that effect and the Contractor shall
immediately provide a new surety satisfactory to the City.
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A Payment Bond shall be executed, in the amount of the contract, solely for the protection of all claimants
supplying labor and materials in the prosecution of the work.
A Performance Bond shall also be executed, in the amount of the contract conditioned on the faithful
performance of the work in accordance with the plans, specifications, and contract documents. Said bond shall
solely be for the protection of the City of Fort Worth.
3. LIOUIDATED DAMAGES: The Contractor's attention is called to Part 1, Item 8, paragraph 8.6, of the
"General Provisions" of the Standard SDeci�cations for Street and Storm Drain Construction of the City of
Fort Worth, Texas, concerning liquidated damages for late completion of projects.
4. AMBIGUITY: In case of ambiguity or lack of clearness in stating prices in the proposal, the City reserves the
right to adopt the most advantageous construction thereof to the City or to reject the proposal.
5. EMPLOYMENT: All bidders will be required to comply with City Ordinance No. 7278 as amended by City
Ordinance No. 7400 (Fort Worth City Code Section 13-A-21 through 13-a-29) prohibiting discrimination in
employment practices.
6. WAGE RATES: All bidders will be required to comply with provision 5159a of "Vernons Annotated Civil
Statutes" of the State of Texas with respect to the payment of prevailing wage rates as established by the City of
Fort Worth, Texas and set forth in Contract Documents for this project.
Special Instructions to Bidders Page 1 of 7
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7. FINANCIAL STATEMENT: A current certified financial statement is required by the Transportation and
Public Works Department for use by the CITY OF FORT WORTH in determining the successful bidder. This
statement is to be prepared by an independent Public Accountant holding a valid permit issued by an
appropriate State Licensing Agency.
a 8. INSURANCE: Within ten (10) days of receipt of notice of award of contract, the Contractor must provide,
along with executed contract documents and appropriate bonds, proof of insurance for Worker's Compensation
and Comprehensive General Liability (Bodily Injury-$250,000 each person, $500,000 each occurrence;
� Property Damage -$300,000 each occurrence). � The City reserves the right to request any other insurance
coverages as may be required by each individual project.
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9. 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 this state, but excludes a
contractor whose ultimate parent company or majority owner has its principal place of business in this
state.
"Texas resident bidder" means a bidder whose principal place of business is in this state, and includes a
contractor whose ultimate parent company or majority owner has its principal place of business in this
state.
This provision does not apply if this contract involves federal funds.
The appropriate blanks of the Proposal must be filled out by all non resident bidders in order for its�bid to meet
specifications. The failure of a nonresident contractor to do so will automatically disqualify that bidder.
10. MINORITY AND WOMEN BUSINESS ENTERPRISES:. In accord with City of Fort Worth Ordinance No.
11923, as amended by Ordinance 13471, the City of Fort Worth has goals for the participation of minority
business enterprises and women business enterprises in City contracts. A copy of the Ordinance can be
obtained from the office of the City Secretary. The bidder shall submit the MBE/WBE UTILIZATION FORM,
PRIME CONTRACTOR WAIVER FORM and/or the GOOD FAITH EFFORT FORM ("Documentation")
as appropriate. The Documentation must be received no later than 5:00 p.m., five (5) City business days after
the bid opening date. The bidder shall obtain a receipt from the appropriate employee of the managing
department to whom delivery was made. Such receipt shall be evidence that the Documentation was received
by the City. Failure to comply shall render the bid non-responsive.
Upon request, Contractor agrees to provide to Owner complete and accurate information regarding actual work
performed by Minority 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 and/or initiation action under appropriate federal, state or local laws or ordinances relating to
false statement; further, any such misrepresentation (other than a negligent misrepresentation) and/or
commission of fraud will result in the Contractor being determined to be irresponsible and barred from
participation in City work for a period of time of not less than three (3) years.
Q S ecial Instructions to Bidders
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11. AWARD OF CONTRACT: Contract will be awarded to the lowest responsive bidder. The City reserves the
right to reject any and/or all bids and waive any and/or all irregularities. No bid may be withdrawn until the
expiration of forty-nine (49) days from the date the M/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 forty-nine (49) days after this documentation is
received, but in no case will the award be made until the responsibility of the bidder to whom it is proposed to
award the contract has been verified.
12. PAYMENT: The Contractor will receive full payment (minus 5% retainage) from the City for all work for
each pay period. Payment of the remaining amount shall be made with the final payment, and upon acceptance
of the project.
13. ADDENDA: Bidders are responsible for obtaining all addenda to the contract documents prior to the bid
receipt time and acknowledging them at the time of bid receipt. Information regarding the status of addenda
may be obtained by contacting the Transportation/Public Works Department at (817) 871-7800. Bids that so not
acknowledge all applicable addenda may be rejected as non-resnonsive.
14. CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW:
A. Workers Compensation Insurance Coverage
1. Defmitions:
Certain of coveraee ("certificate"). A copy of a certificate of insurance, a certificate of authority to
a self-insure issued by the commission, or a coverage agreement (TWCC-81, TWCC-82, TWCC-83, or
TWCC-84), showing statutory worker's compensation insurance coverage for the person's or entity's
employees providing services on a project, for the duration of the project.
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Duration of the nroiect-includes the time from the beginning of the work on the project until the
Contractor's/person's work on the project has been completed and accepted by the governmental
entity.
Persons providine services on the nroiect ("subcontractor" in §406.096)-includes all persons or entities
performing all or part of the services the Contractor has undertaken to perform on the project,
regardless of whether that person contracted directly with the Contractor and regardless of whether
that person has employees. This includes, without limitation, independent Contractors, subcontractors,
leasing companies, motor carriers, owner-operators, employees of any such entity, or employees of
any entity which furnishes persons to provide services on the project. "Services" include, without
limitation, providing, hauling, or deliverjng equipment or materials, or providing labor, transportation,
or toner 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.
2. The Contractor shall provided coverage, based on proper reporting of classification codes and payroll
amounts and filing of any coverage agreements, which meets the statutory requirements of Texas
Labor Code, Section 401.011 (44) or all employees of the Contractor providing services on the project,
for the duration of the project.
The Contractor must provide a certificate of coverage to the governmental entity prior to being
awarded the contract.
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Specia( Instructions to Bidders
Page 3 of 7
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� 4. If the coverage period shown on the Contractor's current certificate of coverage ends during the
duration of the project, the Contractor must, prior to the end of the coverage period, file a new
certificate of coverage with the governmental entity showing that coverage has been extended.
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5. The Contractor shall obtain from each person providing services on a project, and provide to the
governmental entity:
� (1) a certiiicate of coverage, prior to that person beginning work on the project, so the
governmental entity will have on file certificates of coverage showing coverage for all
persons providing services on the project; and
� (2) no later than seven days after receipt by the Contractor, a new certificate of coverage showing
extension of coverage, if the coverage period shown on the current certificate of coverage
ends during the duration of the project.
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6. The Contractor shall retain all required certificates of coverage for the duration of the project and for
one year thereafter �
7. The Contractor shall notify the government!al entity in writing by certified mail or personal delivery,
within ten (10) days after the Contractor knew or should have known, of any change that materially
affects the provision of coverage of any person providing services on the project.
8. The Contractor shall post on each project site a notice, in the text, form and manner prescribed by the
Texas Worker's Compensation Commission, informing all persons providing services on the project
that they are required to be covered, and stating how a person may verify coverage and report lack of
coverage.
9. The Contractor shall contractually require each person with whom it contracts to provide services on a
project, to: i
(a) 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.Q11 (44) for all of its employees providing services on the project, for the duration of
the project; i
(b) 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;
(c) provide the Contractor, prior to the etsd of the coverage period, a new certificate of coverage
showing extension of coverage, if the coverage period shown on the current certificate of
coverage ends during the duration of the project;
(d) obtain from each other person with whom it contracts, and provide to the Contractor:
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(1) a certificate of coverage, prior to the other person beginning work on the project; and
(2) a new certificate of coverage showing extension of coverage, prior to the end of the
a coverage period, if the coverage period shown on the current certificate of coverage ends
during the duration of the project;
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(e) retain all required certificates of coverage on fle for the duration of the project and for one year
thereafter.
D S ecial Instructions to Bidders
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(fl notify the governmental entity in writing by certified mail or personal delivery, within ten (10)
days after the person knew or should have known, of any change that materially affects the
provision of coverage of any person providing services on the project; and
(g) contractually require each person with whom it contracts, to perform as required by paragraphs (1)
-(7), with the certificates of coverage to be provided to the person for whom they are providing
services.
10. By signing this contract or providing or causing to be provided a certificate of coverage, the
Contractor is representing to the governmental entity that all employees of the Contractor who will
provide services on the project will be covered by worker's compensation coverage for the duration of
the project, that the coverage will be based on proper reporting of classification codes and payroll
amounts, and that all coverage agreements will be filed with the appropriate insurance carrier or, in the
case of a self insured, with the commission's Division of Self-Insurance Regulation. Providing false
or misleading information may subject the Contractor to administrative, criminal, civil penalties or
other civil actions.
11. The Contractor's failure to comply with any of these provisions is a breach of contract by the
Contractor does not remedy the breach within ten days after receipt of notice of breach from the
governmental entity.
B. The Contractor shall post a notice on each project site informing all persons providing services on the
project that they are required to be covered, and stating how a person may verify current coverage and
report failure to provide coverage. This notice does not satisfy other posting requirements imposed by the
Texas Worker's Compensation Act or other Texas Worker's Compensation Commission rules. This notice
must be printed with a title in at least 30 point bold type and text in at least 19 point normal type, and shall
be in both English and Spanish and any other language common to the worker population. The text for the
notices shall be the following text, without any additional words or changes:
"REQUIRED WORKER'S COMPENSATION COVERAGE"
The law requires that each person working on this site or providing services related to this construction
project must be covered by worker" compensation insurance. This includes persons providing, hauling or
delivering equipment or materials, or providing labor or transportation or other service related to the
project, regardless of the identity of their employer or status as an employee".
Call the Texas Worker's Compensation Commission at 512-440-3789 to receive information on the legal
requirement for coverage, to verify whether your employer has provided the required coverage, or to report
an employer's failure to provide coverage".
15. NON DISCRIMINATION: The Contractor shall not discriminate against any person or persons because of
� sex, race, religion, color, or national origin and shall comply with the provisions of City Ordinance 7278, as
amended by City Ordinance 7400 (Fort Worth City Code Sections 13A-21 through 13A-29), prohibiting
discrimination in employment practices.
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16. AGE DISCRINIINATION: In accordance with the policy ("Policy") of the Executive Branch of the federal
a government, Contractor covenants that neither it nor any of its officers, members, agents, or employees, will
engage in performing this contract, shall, in connection with the employment, advancement or discharge of
employees or in connection with the terms, conditions or privileges of their employment, discriminate against
person 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, or employees, or person acting on
D their behalf, shall specify, in solicitations or advertisements for employees to work on this Contract, a
maximum age limit for such employment unless the specified maximum age limit is based upon a bona fide
occupational qualification, retirement plan or statutory requirement.
oContractor warrants it will fully comply with the Policy and will defend, indemnify and hold City harmless
against any and all claims or allegations asserted by third parties against City arising out of Contractor's alleged
a failure to comply with the above referenced Policy concerning age discrimination in the performance of this
Contract.
17. DISCRIMINATION DUE TO DISABILITY: In accordance with the provisions of the Americans with
O Disabilities Act of 1990 ("ADA"), Contractor warrants that it will not unlawfully discriminate on the basis of
disability in the provision of services to the genaral public, nor in the availability, terms and/or conditions of
employment for applicants for employment with, or current employees of Contractor. Contractor warrants it
� will fully comply with ADA'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 against City arising out of Contractor's alleged failure to comply with the above-referenced laws
concerning disability discrimination in the performance of this Contract.
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Special Instructions to Bidders
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CLASSIFICATION
AIR TOOL OPERATOR
ASPHALT RAKER
ASPHALTSHOVELER
BATCHING PLANT WEIGHER
CARPENTER
CONCRETE FINISHER (PAVING)
CONCRETE FINISHER
(STRUCTURES)
CONCRETE RUBBER
ELECTRICIAN
FLAGGER
FORM BUILDER (STRUCTURES)
FORM LINER (PAVING & CURB)
FORM SETTER (PAVING & CURB)
FORM SETTER (STRUCTURES)
LABORER, COMMON
LABORER, UTILITY
MECHANIC
OILER
SERVICER
PAINTER (STRUCTLTRES)
PIPELAYER
CITY OF FORT WORTH
HIGHWAY CONSTRUCTION
PREVAILING WAGE RATES FOR 1999
BLASTER
ASPHALT DISTRIBUTOR OPERATOR
ASPHALT PAVING MACHINE
BROOM OR SWEEPER QPERATOR
BULLDOZER �
CONCRETE CURING MACHINE
CONCRETE FINISHING MACHINE
CONCRETE PAVING JOINT MACHINE
CONCRETE PAVING JO1NT SEALER
CONCRETE PAVING SAW
CONCRETE PAVING SPREADER
SLIPFORM MACHINE OPERATOR
CRANE, CLAMSI�LL, BACKHOE,
DERRICK, DRAGLINE, SHOVEL
FOUNDATION DRILL OPERATOR
(CRAWLER MOUNTED)
FOUNDATION DRILL OPERATOR
(TRUCK MOUNTED)
FRONT END LOADER
Special Instructions to Bidders
RATE
$9.00
$9.55
$8.80
$11.51
$1030
$10.50
$9.83
$8.84
$15.37
$7.55
$9.83
$9.00
$9.24
$9.09
$7.32
$8.94
$12.68
$10.17
$9.41
$I1.00
$8.98
$11.50
$10.29
$1030
$8.72
$10.74
$9.25
$11.13
$ ] 0.42
$9.00
$10.39
$10.50
$9.92
$11.04
$10.00
$11.83
$9.96
CLASSIFICATION
MILLING MACHINE OPERATOR
MIXER (OVER 16 C�
MOTOR GRADER OPERATOR (FINE
GRADE)
MOTOR GRADE OPERATOR
PAVEMENT MARKING MACHINE
ROLLER, STEEL WHEEL
(PLANT-MIX PAVEMENTS)
ROLLER, STEEL WHEEL (OTHER
(FLATWHEEL OR TAMPING)
ROLLER, PNEUMATIC SELF-
PROPELLED SCRAPER
SCRAPER
TRACTOR-CRAWLER TYPE
TRACTOR-PNEUMATIC
TRAVELING MIXER
WAGON-DRILL, BORING MACHINE
REINFORCING STEEL SETTER
(PAVING)
REINFORCING STEEL SETTER
(STRUCTURAL)
STEEL WORKER-STRUCTURAL
SPREADER BOX OPERATOR
WORK ZONE BARRICADE
TRUCK DRIVER-SINGLE AXLE
(LIGH'1�
TRUCK DRIVER-SINGLE AXLE
(HEAV1�
TRUCK DRIVER-TANDEM AXLE
(SEMI-TRAILER)
TRUCK DRIVER-LOWBOY/FLOAT
TRUCK DRIVER-TRANSIT MIX
TRUCK DRIVER-WINCH
VIBRATOR OPERATOR (HAND
TYPE)
WELDER
RATE
$8.62
$1030
$11.97
$10.96
$7.32
$9.06
$8.59
$8.48
$9.63
$10.58
$9.15
$8.83
$12.00
$13.21
$13.31
$14.80
$ ] 0.00
$7.32
$8.965
$9.02
$8.77
$10.44
$9.47
$9.00
$732
$11.57
Page 7 of 7
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PART B
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PROPOSAL
VENDOR COMPLIANCE TO STATE LAW
M/WBE FORMS
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PROPOSAL
REVISED ADDENDUM #3
TO: Mr. Bob Terrell�
a City Manager
Fort Worth, Texas
a FOR: NEW SIGNAL INSTALLATIONS AT THE INTERSECTIONS OF:
CROWLEY ROAD (F.M. 731) AND RISINGER ROAD
HARRIS PARKWAY AND OAKMONT BOULEVARD
� OAKMONT BOULEVARD AND OAKMONT TRAIL
PROJECT No. TPW-TE-1999-0002
� 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 complete all the work as provided in the plans and specifications, and subject
� to the inspection and approval of the Director of the Department of Transportation and Public Works of the City of
Fort Worth.
Upon acceptance of this proposal by the City Council, the bidder is bound to execute a contract and furnish
Performance and Payment Bond approved by the City of Fort Worth for perfornung and completing said work within
� the time stated and for the following sums, to-wit:
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� � . REVISED ADDENDUM #3
� INTER�ECTION 1: NEW SIGNAL INSTALLATION AT CROWL,�Y ROAD (F.M. 731) / RISINGFR ROAD
PAY APPROX. UNIT TOTAL
ITEM QUANTITY � DESCRIPTION OF ITEMS I PRICE AMOUNT BID
� 1. 1/3 LS MOBILIZATION $ 9�qe�o,FJO $,��.�dOe 00 '
2. 8 EA INSTALL SIGNAL HEAD 12" RYG
(TYPE A) $ o�(GS.00 $ oZ, IoiO.00
� 3. 0 EA INSTALL SIGNAL HEAD 12" R�-YG
(TYPE B) $ N/A_ $ N/A
� 4. 2 EA INSTALL SIGNAL HEAD 12" RR�YG
(TYPE C) $ ��S.no $ �.30, o0
� 5. 0 EA INSTALL SIGNAL HEAD 12" RYGFYG
- VERTICAL (TYPE F) $ N/A_ $ N/A
a 6. 0 EA INSTALL SIGNAL HEAD 12" RYG<-YG —
- HOUSEHEAD (TYPE E) $ N/A $ N/A
� 7. 0 EA INSTALL SIGNAL HEAD 8" RYG
(TYPE G) $ N/A_ $ N/A
8. 10 EA FURrTISH AND INSTALL 12" RED
� _ L.E.D. INSERTS $ 30C� . Oo $� C�bb . OO
9. 8 EA FURNISH AND INSTALL � '
INTERNATIONAL PEDESTRIAN $ 3 5 t'7. c� O $ a. $oo • o0
� . SIGNAL (TYPE P)
10. 8 EA FURNISH AND INSTALL PEDESTRIAN
� PUSHBUTTONAND SIGNASSEMBLY $ 1 Sd.00 $ I,a0o.c�C�
11. 1,370 LF LOOP DETECTOR SAW CUT AND
INSTALLATION $ (o. $l'7 $ �.`I ds• �
(� 12. 1 EA FURNISH AND INSTALL LARGE
GROUND BOX WITH LID $�00, oD $ SbQ.00
� 13. 18 EA FURNISH AND INSTALL SivIALL �
GROUND BOX WITH LID $ 1'IS6,O0 $�� ( aO. p0
a 14. 480 LF FURNISH AND INSTALL 3" SCHEDULE
40 PVC CONDUIT (BY OPEN CUT) $ S.C7(J $ o'� ,�{00 .d0
� 15. 355 LF FURNISH AND INSTALL 2" SCHEDULE
40 PVC CONDUIT (BY OPEN CU1� $�.O 0 $ �,� 7S.d0
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Proposal
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�,TFR�ECTION 1 (Continuedl
PAY APPROX. UNIT
ITEM QUANTITY 1 DESCRIPTION OF ITEMS I PRICE
16. 305 LF FURNISH AND INSTALL 1-1/4"
SCHEDULE 40 PVC CONDUIT $ 3. O �
(BY OPEN CUT)
17. 20 LF FURNISH AND INSTALL 1-1/4" RIGID
METAL CONDUIT $ � . C�O
18. 590 LF FURNISH AND INSTALL 3" SCHEDULE
40 PVC CONDUIT (BORED) $ o'��.op
19. 0 LF FURNISH AND INSTALL 2" SCHEDULE
REVISED ADDENDUM #3
TOTAL
AMOUNT BID
$ �'t I � , c� ca
$ l (oo , c�c�
$ (1� �3cxti.c�c>
40 PVC CONDUIT (BORED) $ N/A_ $ N/A
20. 0 LF FURNISH AND INSTALL 1-i/4"
SCHEDULE 40 PVC CONDU�T (BORED) $ N/A_ $ N/A
21. 1,160 LF FURI�TISH AND INSTALL 16
CONDUCTOR #14 SOLID WIRE $ � .SC� $a,q�c�•d�%
22. 0 LF FURNISH AND INSTALL 8
' CONDUCTOR #14 SOLID WIRE $ N/A $ N/A
23. 8,195 LF FURNISH AND INSTALL 4 -
. • CONDUCTOR #18 SHIELDED WIRE $ I, arZ.� $ 1��oZ�fo�.SQ
24. 0 LF FURNISH AND INSTALL OVERHEAD
#6 TRIPLEX , $ N/A_ $ N/A
25. 1 EA FURNISH AND 1NSTALL
FOLTNDATION TYPE 1 $ 7C�C�. � $� d� � do
26. 0 EA FURNISH AND INSTALL
FOUNDATION TYPE 2 $ N/A $ N/A
27. 1 EA FURNISH AND INSTALL
FOUi�iDATION TYPE 3 $ �� ('�OO,6D $ 1. �a.dv
28. 3 EA FURNISH AND INSTALL
FOUNDATION TYPE 4 $( i I Cx7, oa $.�r3bO •C�d
29. 0 EA FURNISH AND INSTALL
FOUNDATION TYPE 5 $ N/A $ N/A
30. 1 EA FURNISH AND Ii�iSTALL CABINET
FOLJNDATION $ r, 3dC�.cx� $ r� 3C�c7 •C�U
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Proposal
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INTERSECTION 1 (Continuedl
PAY APPROX.
ITEM I QUANTITY I DESCRIPTION OF ITEMS _
31. 1 EA FURNISH AND INSTALL ELECTRICAL
SERVICE
32. 0 EA FURNISH AND INSTALL SIDEWALK
RAMPS
33. 2 EA FURNISH AND IN�TALL
CHANNELIZATION ISLAND
34. 1 LS INSTALLATION OF TRAFFIC SIGNAL
MISCELLANEOUS
35. 1 EA INSTALL TYPE 170 CONTROLLER/332
CABINET W/CONFLICT �VIONITOR
AND MODEM
36. 0 EA INSTALL TYPE 170 CONTROLLER/336
CABINET W/CONFLICT MONITOR
� AND MODEM
�7. 0 EA INSTALL 16' MAST ARM
38. 0. EA INSTALL 20' MAST ARM
39. 0 EA INSTALL 24' MAST ARM
40. 0 EA INSTALL 28' MAST ARM
41. �, 0 EA INSTALL 32' MAST ARM
42. � 1 EA INSTALL 36' MAST ARM
43. 1 EA INSTALL 40' MAST ARM
44. 2 EA INSTALL 44' MAST ARM
45. 0 EA INSTALL 48' MAST ARM
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Proposal
REVISED ADDENDUM #3
UNIT TOTAL
PRICE AMOUNT BID
$ �. oo $ �c�. o0
$ N/A_ $ N/A
w. � �• , � •.�. �.•
$ �.(�Od.Ot� $ �. �O . �o
$a.scc�o.cc� $ a.sr�o, dc�
$ N/A_ $ N/A
$ N/A $ N/A
$ N/A_ $ N/A
$ N/A $ N/A
$ N/A_ $ N/A
$ N/A_ $ N/A
$ a�.00 $ aoo.aa
$�fJ� , o� $ i� C�O.O C�
$3od,00 $ �on,00
$ N/A_ $ N/A
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REVISED ADDENDUM #3
�NTEI� ECTION 1 (Continued�
ITEM QUANT TY I DESCRIPTION OF ITEMS I PRICE _ AM NT BID
46. 0 EA INSTALL TYPE 8 SIGNAL POLE $ N/A $ N/A
47. 1 EA INSTALL TYPE 41 SIGNAL POLE $�C"�o � oo $ 3Ob . o v
48. 0 EA INSTALL TYPE 42 SIGNAL POLE $ N/A $ N/A
49. 3 EA INSTALL TYPE 43 SIGNAL POLE $ 3� •� G $�1'CO.O c�
50. 0 EA INSTALL TYPE 44 SIGNAL POLE $ N/A_ $ N/A
51. 1 EA INSTALL 10' PEDESTAL POLE $ 3��� �� $�d0.00
52. 0 EA INSTALL WOOD POLE $ N/A $ N/A
53. 1 EA INSTALL BASE FOR 10' PEDESTAL
POLE, ANCHOR BOLTS, GROUND ROD $ iS� �� $ I SO� • �U
54. 4 EA 1NSTALL 8' STREET LIGHT ARM AND
LLJMINAIRE $,�?S, a o $ I, f a d. b c�
55. 1 LS INSTALL OPTICOM CABLE AND
DETECTOR $ �7 � • � $ �} �n � dC�
56. 0 LF INSTALL COAX CABLE RG-11 - �
UNDERGROUND � � $ N/A $ N/A
SUBTOTAL INTERSECTION 1= $ c5 I��y�l o�d
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REVISED ADDENDUM #3
�' TNTERSECTION 2: NEW SIGNAL INSTALLATION AT HARRIS PARKWAY / OAKMONT BLVD.
PAY APPROX. UNIT TOTAL
ITEM QUANTITY DESCRIPTION OF ITEMS PRICE AMOUNT BID
1. 1/3 LS MOBILIZATION $ i, yoG,�'c $�, 300 , � e
� 2. 6 EA INSTALL SIGNAL HEAD 12" RYG
(TYPE A) $ .� �S. e�c� $ I . S�IC7 � c�o
� 3. 0 EA INSTALL SIGNAL HEAD 12" R�YG
(TYPE B) $ N/A_ $ N/A
� 4. 0 EA INSTALL SIGNAL HEAD 12" RRF-YG
(TYPE C) $ N/A_ $ N/A
5. 0 EA INSTALL SIGNAL HEAD 12" RYG�YG
� - VERTICAL (TYPE F) $ N/A_ $ N/A
� 6. 1 EA INSTALL SIGNAL HEAD 12" RYG�YG
- HOUSEHEAD (TYPE E) $ �IcS, �c�� $ ��5, c_�
7. 0 EA INSTALL SIGNAL HEAD 8" RYG
� (TYPE G) $ N/A_ $ N/A
8. 7 EA FURNISH AND INSTALL 12" RED
L.E.D. INSERTS $:.jC'�E7.C'�C? $ a, rOo, p0
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9. 4 EA FURNISH AND INSTALL
INTERNATIONAL PEDESTRIAN $ ,��.Sli, �`O $_� � y � • �
�" . SIGNAL (TYPE P)
10. 4 EA FURNISH AND INSTALL PEDESTRIAN r
PUSHBUTTON AND SIGN ASSEMBLY $ I��' .�-'C' $ Ip�'�. �
�" 11. 600 LF LOOP DETECTOR SAW CUT AND /
INSTALLATION $ W . ��' $ .�, R �b � «-'
� 12. 1 EA FURNISH AND INSTALL LARGE
GROUND BOX WITH LID $.-�jC�C ,C�� $�O� . OC;
R'"
13. 11 EA FURNISH AND INSTALL SMALL r�
GROUND BOX WITH LID $�-��% •� $`�i� �,5�. �0
14. 310 LF FURNISH AND INSTALL 3" SCHEDULE
yr, 40 PVC CONDUIT (BY OPEN CUT) $ �rj , (p S $� , ��p ( , SO
15. 0 LF FURNISH AND INSTALL 2" SCHEDULE
�, 40 PVC CONDUIT (BY OPEN CUT) $ N/A_ $ N/A
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REVISED ADDENDUM #3
INTER� ECTInN 2 (Continuedl
PAY APPROX. UNIT TOTAL
ITEM QUANTITY DESCRIPTION OF ITEMS I PRICE I AMOUNT BID
16. 530 LF FURNISH AND INSTALL 1-1/4"
SCHEDULE 40 PVC CONDUIT $.� _ V C� $�jr�0, pC1
(BY OPEN CUT)
17. 20 LF FURNISH AND INSTALL 1-1/4" RIGID e
METAL CONDUIT $ p 00 $((d0. C�O
18. 390 LF FURNISH AND I3�ISTALL 3" SCHEDULE
40 PVC CONDUIT (BORED) $ 0�0. 44 $`f �� pp. c7C�
19. 0 LF FURNISH AND INSTALL 2" SCHEDULE
40 PVC CONDUIT (BORED) $ N/A_ $ N/A
20. 0 LF FURNISH AND INS�'ALL 1-1/4"
SCHEDULE 40 PVC CONDUIT (BORED) $ N/A_ $ N/A
21. 765 LF FURNISH AND INSTALL 16
CONDUCTOR # 14 SOLID WIRE $ . (� $ � , � I a , �O
22. 0 LF FURNISH AND INSTALL 8 '
. CONDUCTOR #14 SOLID WIRE $ N/A_ $ N/A
23. 2,360 LF FURNISH_AND INSTALL 4 �
C0�IDUCTOR� #18 SHIELDED WIRE � $ r, S� $..�iyS1/O, n�?
24. 0 LF FURNISH AND INSTALL OVERHEAD '
#6 TRIPLEX $ N/A_ $ N/A
25. 0 EA FURNISH AND INSTALL
FOUNDATION TYPE 1 $ N/A_ $ N/A
26. 0 EA FURNISH AND INSTALL
FOUNDATION TYPE 2 $ N/A $ N/A �
— o
27. 3 EA FURNISH AND INSTALL � � I�`� �, ��
' FOUNDATION TYPE 3 $ i SO . 00 $'; �-O� �S
28. 1 EA FURNISH AND INSTALL
FOUNDATION TYPE 4 $ � � j 00 .CX> $, i � I 6C� .OU
29. 0 EA FURNISH AND INSTALL
FOUNDATION TYPE 5 $ N/A_ $ N/A
30. 1 EA FURNISH AND INSTALL CABINET "
FOIJNDATION $� ��c'� O.00 $ I(3C7o- c�l�
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Proposal
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INTER. ECTION 2 (Continuedl
PAY APPROX.
ITEM QUANTITY DESCRIPTION OF ITEMS
31. 1 EA FURNISH AND INSTALL ELECTRICAL
SERVICE
32. 2 EA FURNISH AND INSTALL SIDEWALK
RAMPS
33. 0 EA FURNISH AND INSTALL
CHANNELIZATION ISLAND
34. 1 LS INSTALLATION OF TRAFFIC SIGNAL
MISCELLANEOUS
35. 1 EA INSTALL TYPE 170 CONTROLLER/332
CABINET W/CONFLICT MONITOR
, AND MODEM
36. 0 EA INSTALL T'YPE 170 CONTROLLER/336
CABINET W/CONFLICT MO1vITOR
AND MODEM
37. 0 EA INSTALL 16' MAST ARM
38. 0 EA INSTALL 20' MAST ARM
39. 0 EA INSTALL 24' MAST ARM
40. 1 EA 1NSTALL 28' MAST ARM
41. 0 EA INSTALL 32' MAST ARM
42. 1 EA INSTALL 36' MAST ARM
43. 0 EA INSTALL 40' MAST ARM
44. 0 EA INSTALL 44' MAST ARM
45. 1 EA INSTALL 48' MAST ARM
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Proposal
REVISED ADDENDiTM #3
UNIT TOTAL
PRICE AMOUNT BID
$ �. soo.00 $ ► , s�. ��
$ f��OO,op $ �Ck��,C�c7
$ N/A_ $ N/A
$3.�.00 $ �.000,c�c�
$o��S��Ob $ oi.SC7s. oc�
$ N/A $ N/A
$ N/A $ N/A
$ - N/A_ $ N/A
$ N/A $ N/A "
$c`�C')E'� ,O� $ `�UC� ,Od
$ N/A $ N/A
$�oo.oc� $ �c�.c5c�
$ N/A $ N/A
$ N/A $ N/A
$ �C'� , c�0 $�,�5'.�O .Lb
G�:3
REVISED ADDENDUM #3
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INTERSECTION 2 (Continuedl
PAY APPROX. UNIT TOTAL
ITEM QUANTITY DESCRIPTION OF ITEMS PRICE — AMOUNT BID �� ��i"�
46. 0 EA INSTALL TYPE 8 SIGNAL POLE $ N/A $ N/A Q��,
r ��
47. 1 EA INSTALL TYPE 41 SIGNAL POLE $�7,ee $ F,�4u.Qc�
48. 2 EA INSTALL TYPE 42 SIGNAL POLE $ 3E'� , L� � $%C"��� ,C�U
49. 0 EA INSTALL TYPE 43 SIGNAL POLE $ N/A_ $ N/A
50. 1 EA INSTALL TYPE 44 SIGNAL POLE $'�C�. �. $}�LC �, C�C-�
51. 0 EA INSTALL 10' PEDESTAL POLE $ N/A $ N/A
52. 0 EA INSTALL WOOD POLE $ N/A_ $ N/A
53. 0 EA INSTALL BASE FOR 10' PEDESTAL
POLE, ANCHOR BOLTS, GROUND ROD $ N/A_ $ N/A
54. 1 EA INSTALL 8' STREET LIGHT ARM AND
LUMINAIRE $� 7� C� $.� 7.5. � C�
55. 1 LS INSTALL OPTICOM CABLE AND
DETECTOR $ �(�%�� ,UCi $ c1 �' � v v
56. 0 LF INSTALL COAX CABLE RG-11
UNDERGROUND $ N/A $ N/A
SUBTOTAL INTERSECTION 2 =
Proposal
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REVISED ADDENDUM #3
INTER, ECTION 3: NEW SIGNAL INSTALLATION AT OAKMONT BLVD. / O�KMONT TRAIL
PAY APPROX. UNIT TOTAL
ITEM QUANTITY l DESCRIPTION OF ITEMS l PRICE I AMOUNT BID
1. 1/3 LS MOBILIZATION $ �I , q oo , oc� $���op , op
2. 6 EA INSTALL SIGNAL HEAD 12" RYG
(TYPE A) $ o�%S, OC7 $�, aTcj O, 0 0
3. 0 EA INSTALL SIGNAL HEAD 12" RF-YG
(TYPE B) $ N/A_ $ N/A
4. 0 EA INSTALL SIGNAL HEAD 12" RR�YG
(TYPE C) $ N/A_ $ N/A
5. 0 EA INSTALL SIGNAL HEAD 12" RYG�YG
- VERTICAL (TYPE F) $ N/A_ $ N/A
6. 1 EA INSTALL SIGNAL HEAD 12" RYGF-YG
- HOUSEHEAD (TYPE E) $ 3 CCA•C%) $_ZcXS .oC�
7. 0 EA INSTALL SIGNAL HEAD 8" RYG
(TYPE G) $ N/A_ $ N/A
8. 7 EA FURNISH AND INSTALL 12" RED
, L.E.D.INSERTS $3bO.oc� $v���C�O.QC.>
9. � 4 EA FURN�SH AND INSTALL � �
INTERNATIONAL PEDESTRIAN ' $ 350, c� $ 1 � 4oc�. CX�
SIGNAL (TYPE P)
10. 4 EA FLJR1vISH AND INSTALL PEDESTRIAN
PUSHBUT'TON AND SIGN ASSEMBLY . $ � ��� �n $ (� �O.�C1
11. 600 LF LOOP DETECTOR SAW CUT AND
INSTALLATION $ �o . S O $ �,`11 �� � ��
12. 1 EA FURNISH AND INSTALL LARGE
GROUND BOX WITH LID $ a�'O'a,oO $ SC.b.C�t�
13. 11 EA FURNISH AND INSTALL SMALL
GROUND BOX WITH LID $ L{54•t�a $ �{�rq$O• nc�
14. 180 LF FURNISH AND INSTALL 3" SCHEDULE
40 PVC CONDUIT (BY OPEN CUT) $ S, O O $� 00.0 c�
15. 0 LF FURNISH AND INSTALL 2" SCHEDULE
40 PVC CONDUIT (BY OPEN CUT) $ N/A_ $ N/A
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Proposal
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REVISED ADDENDUM #3
INTERSECTION 3 (Continuedl
EM I QUANT TY I DESCRIPTION OF ITEMS PRICE I AMOUNT BID
16. 605 LF FURNISH AND INSTALL 1-1/4" �� j�j , OU�J �/
SCHEDULE 40 PVC CONDUIT $�,C7U $"�i'v .�rU Y'�
(BY OPEN CUT) �
17. 20 LF FURNISH AND INSTALL 1-1/4" RIGID
METAL CONDUIT $ �.no $ l toO,c�o
18. 565 LF FURNISH AND INSTALL 3" SCHEDULE
40 P VC CONDUIT (BORED) $ a0, OC) $ 1 I, 3Oc� � o v
19. 0 LF FURNISH AND INSTALL 2" SCHEDULE � I �
40 PVC CONDUIT (BORED) $ iN/A_ $ N/A
20. 30 LF FURNISH AND INSTALL 1-1/4" I
� SCHEDULE 40 PVC CONDUIT (BORED) $�,OI.Od $ G�,�b, Ot�
21. 605 LF FURNISH AND INSTALL 16
CONDUCTOR #14 SOLID WIRE $ o� . I50 $ � , S j .� . $O
� 22. 310 LF FURNISH AND INSTALL 8
CONDUCTOR #14 SOLID WIRE $ �p �S $ �S� ,�O
� 23: 2,460 LF FURNISH AND INSTALL 4 �
• . CONDUCTOR #18 SHIELDED WIRE $ I .SCi � .$ 3,(c`%O , r�a
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24. 0 LF FURNISH AND INSTALL OVERHEAD
#6 TRIPLEX $ N/A_ $ N/A
25. 3 EA FURNISH AND INSTALL
FOIJNDATION T'YPE 1 $�C�C7 .�5 $ p� l �J. �Q
26. 0 EA FURNISH AND INSTALL
FOUNDATION TYPE 2 $ N/A_ $ N/A
27. 1 EA FURNISH AND INSTALL j���� r�
FOLJNDATION TYPE 3 $ t ,CY'.-'O.c�o $'?��� �o
28. i EA FURNISH AND INSTALL
FOLJNDATION TYPE 4 $( � 1 CX� •� $(, i C�o .00
29. 0 EA FURNISH AND INSTALL
FOUNDATION TYP.E 5 $ N/A $ N/A
30. 1 EA � FURIVISH AND INSTALL CABINET
FOUNDATION $ � r,,,30O.Ch� $ f , ;�Cb ,Cb
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INTER�ECTION 3 (Continued)
PAY APPROX.
ITEM l QUANTITY I DESCRIPTION OF ITEMS
31�. 1 EA FURNISH AND INSTALL ELECTRICAL
SERVICE
32. 2 EA FURNISH AND INSTALL SIDEWALK
RAMPS
33. 0 EA FURNISH AND INSTALL
CHANNELIZATION ISLAND
34. 1 LS INSTALLATION OF TRAFFIC SIGNAL
MISCELLANEOUS
35. 1 EA INSTALL TYPE 170 CONTROLLER/332
CABINET W/CONFLICT MONITOR
AND MODEM
36. 0 EA INSTALL TYPE 170 CONTROLLER/336
CABINET W/CONFLICT MONITOR
AND MODEM
37. 0 EA INSTALL 16' MAST ARM
38. ' 0 EA INSTALL 20' MAST ARM .
39. 0 EA INSTALL �24' MAST ARM
40. 1 EA 1NSTALL �8' MAST ARM
41. 0 EA INSTALL 32' MAST ARM
42. 0 EA INSTALL 36' MAST ARM
43. 1 EA INSTALL 40' MAST ARM
44. 0 EA INSTALL 44' MAST ARM
45. 0 EA INSTALL 48' MAST ARM
.,`\
Proposal
REVISED ADDENDUM #3
UNIT TOTAL
PRICE AMOUNT BID
$ �jC�O.00� $���.�0
$ 1, �o, ac� $ 3: �o, o c�
$ N/A $ N/A
$ 3,czx�,er, $ 3,000.00
$ o`��Soo,00 $ �,SoO,cso
$ N/A_ $ N/A
$ N/A_ $ N/A
$ N/A_ $ N/A
$ N/A $ N/A
$oibO.c�o $ o'ZC�C�.00
$ N/A_ $ N/A
$ N/A_ $ N/A
$.3.�d.00 $�c�o,00
$ N/A_ $ N/A
$ N/A_ $ N/A
B-12
� REVISED ADDENDUM #3
� INTERSECTION 3 (Continued�
. PAY APPROX. UNIT TOTAL
ITEM QUANTITY DESCRIPTION OF ITEMS PRICE AMOUNT BID
46. 0 EA INSTALL TYPE 8 SIGNAL POLE $ N/A $ N/A
`,.
47. 1 EA INSTALL TYPE 41 SIGNAL POLE $,��:�C`,C�L $�;C:C`. C�V
� 48. 0 EA INSTALL TYPE 42 SIGNAL POLE $ N/A_ $ N/A
49. 1 EA INSTALL TYPE 43 SIGNAL POLE $_�3�,*`�C�, C'�-~ $.�vc� ,<� C)
� 50. 0 EA INSTALL TYPE 44 SIGNAL POLE $ N/A_ $ N/A
51. 3 EA INSTALL 10' PEDESTAL POLE $_��O � C's�> $ � p� . C�
�52. 0 EA INSTALL WOOD POLE $ N/A $ N/A
� 53. 3 EA INSTALL BASE FOR 10' PEDESTAL
POLE, ANCHOR BOLTS, GROUND ROD $.jL�.,�'Y' $�DO .CiC�
� r-
54. 2 EA 1NSTALL 8' STREET LIGHT ARM AND �.60 �
LUMINAIRE $ a �?$ �'� $ ���
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55. 1 LS INSTALL OPTICOM CABLE AND
� DETECTOR $ G%l� - C�` $�%c:�C� , C� C�
56. 55 LF INSTALL COAX CABLE RG-11
UNDERGROUND $ � •� � �� $ �S. UU
SUBTOTAL INTERSECTION 3=
d
BID SUMMARY:
SUBTOTAL BID INTERSECTION 1 =
SUBTOTAL BID INTERSECTION 2 =
SUBTOTAL BID INTERSECTION 3 =
TOTAL BID FOR ALL INTERSECTIONS
(INTERSECTIONS 1 + 2 + 3) _
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$ � 7 � 1 ! rrr":��
$ � I � /�y? .$'�
$ C�T�--, r, .. � 3, y-Cj y v� .� �w �
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$��-'�"t"d�O sj �� o�i 0, 04 c� �- C�
$ I � �-�.__ � � 3, �5 % , SO �►�--�
CONTRACTOR WILL BE SELECTED ON BASIS OF TOTAL BID FOR ALL 3 INTERSECTIONS
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Proposal
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REVISED ADDENDUM #3
This contract is issued by an organizarion which qualifies for exemption pursuant to the provision of Article
20.04 (F) of the Texas Limited Sales, Excise and Use Tax Act, �
Taxes. All equipment and materials not consumed by or incorporated into the project construction, are
subject to State sales taxes under House Bill 11, enacted August 15, 1991.
The successful Bidder shall be required to complete the attached Statement of Materials and Other Charges
at the time of executing the contract.
The Contractor shall comply with City Ordinance 7278, as amended liy City Ordinance 7400 (Fort Worth
City Code Sections 13-A-21 through 13-A-29), prohibiting discrimination in employment practices.
The undersigned agrees to complete all work covered by these contract documents within Seventv (701
Working Da� from and after the date for commencing work as set forth in the written Work Order to be
issued by the Owner and to pay not less than the "Prevailing Wage Rates for Street, Drainage and Utility
Construction" as established by the City of Fort Worth, Texas.' .�
n Within ten (10) working days of receipt of notice of acceptance of this bid, the undersigned will execute the
`� formal contract and will deliver an approved Surety Bond and other bonds required by the Contract
Documents for the faithful performance of this Contract. The attached bid security in the amount of 5% in
the sum of �u j a,sti�r C-s�T N,,,,,n r pollars ($ ��f C� . C� h ) is to be forfeited in the event
� the coniract and bond are not executed��the time set forth, as liquidated damages for delay and
O additional work caused thereby.
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The Bidder agrees to begin construction within 10 working days after issue of the work order, and to
complete the.contract within Seventv (701 Working Da�s after beginning construction as set forth in the
written work brder to be furnished by the Owner. � .
(Uwe), acknowledge receipt of the following addenda to the plans and specifications, all of the provisions
and requirements of which have been taken into consideration in preparation of the foregoing bid:
Addendum �io. 1(Initials) � Addendum No. 3(Initials) �,,�-�
Addendum No. 2(Initials) j�� Addendum No. 4(Initials) I" J f't
,
Respectfully submitted:
By: �Lc�'
, TAN�"�E l.. - �
Title: ���5 ���v-f
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Address: �.6,�b.-�c 1 al5l G�
�ox� I�«2�,Tx �f����
Telephone: ��I`l� „-ti �00 ~ aoOO
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Date C�b/ ) a. � cj �
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VENDOR COMPLIANCE TO STATE LAW
�
The 1985 Session of the Texas Legislature passed House Bill 620 relative to the award of contracts to nonresident
bidders. This law provides that, in order to be awarded a contract as low bidder, nonresident bidders (out-of-State
contractors whose corporate offices or principal place of business are outside of the State of Texas) bid projects for
construction, improvements, supplies or services in Texas at an amount lower than the lowest Texas resident bidder
by the same amount that a Texas resident bidder would be required too underbid a nonresident bidder in order to
obtain a comparable contract in the State in which the nonresident's principal place of business is located. The
appropriate blanks in Section A must be filled out by all out-of-State or nonresident bidders in order for your bid to
meet specifications. The failure of out-of-State or nonresident contractors to do so will automatically disqualify that
bidder. Resident bidders must check the box in Section B.
A. Nonresident vendors in (give State), our principal place of business, are required to
be percent lower than resident bidders by State law. A copy of the Statute is attached.
Nonresident vendors in (give State), our principal place of business, are not
required to underbid resident bidders.
B. Our principal place of business or corporate offices are in the State of Texas. [�
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BIDDER:
5r�►,,�z�o �K��.�r��s�s �,��..
�`aA 5����.e-�a.c�� ��e. By
`> (�_ `��,r,�x (�t�i r (o
d.
��� �.lo��-�, X '7(� l a)
City State Zip
� - l� _ �'i'Anl �T-�t�
(Please print)
Signature: � j� ��
Title: ���i��rt-r
(Please print)
THIS FORM MUST BE RETURNED WITH YOUR OUOTATION
� CITY OF FORT WORTH, TEXAS TRANSPORTATION AND PUBLIC WORKS DEPARTMENT
ESTIMATE SUMMARY SHEET
CROWLEY RD./RISINGER RD.
DHARRIS PKWY./OAKMONT BLVD.
OAKMONT BLVD./OAKMONT TR. ADDENDUM #3
PLAN SHEET 4 OF 25
D8t¢: August 5,1999
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Item
No.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
IS
16
17
18
19
20
21
22
23
.24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
Furnished
By Description
Contractor Mobilization
City Si�nal Head 3 Section 12" RYG (Type A)
City Signal Head 3 Section 12" R Y G(Type B)
City Signal Head 4 Section 12" RR Y G(Type C)
City Signal Head 5 Section 12" RYG Y G- Vertical (Type F)
City Signal Head 5 Section 12" RYG Y G- Househead (Type E)
City Signal Head 3 Section 8" RYG (Type G)
Contractor Red L.E.D. Inserts
Contractor International Pedestrian Si�nal (Type P)
Contractor Pedestrian Pushbutton and Sign Assembly
Contractor Loop Detector Saw Cut and Installation
Contractor Ground Box - Large with Lid
Contractor Ground Box - Small with Lid
Contractor Conduit PVC 3" (Open Cut)
Contractor Conduit PVC 2" (Open Cut)
Contractor Conduit PVC 1-1/4" (Open Cut)
Contractor Conduit Ri{;id Metal 1-1/4° (Open Cut)
Contractor Conduit PVC 3" Bore
Contractor Conduit PVC 2" Bore
Contractor Conduit PVC 1-1/4" Bore
Contractor 16 Conductor #14,Solid (Electrical Wire)
Contractor 8 Conductor #14 Solid fElectrical Wire)
Contractor 4 Conductor #14 Solid (ElecYrical Wire)
Contractor 4 Conductor Shielded (Electrical Wire)
Conlractor Overhead #6 Triplex (Electrical Wire9
Contractor Concrete Foundation Type 1
Contractor Concrete Foundation Type 2
Contractor Concrete Foundation Type 3
Contractor Concrete Foundation Type 4
Contractor Concrete Foundation Type 5
Contractor Cabinet Concrete Foundation
Contractor Electrical Service
Contractor Sidewalk Ramp Installation
Conuactor Island Channelization Installation
Contractor Installation of Traffic Si�nal Miscellaneous
CITY Type 170 Controller/332 Cabinet
CITl' Type 170 Controller/336 Cabinet
CITY 16' Mast Arm �
CITY 20' Mast Arm
CITY 24' Mast Arm
C[TY 28' Mast Arm
CITY 32' Mast Arm
CITY 36' Mast Arm
CITY 40' Mast Arm
CITY 44' Mast Arm
CITY 48' Mast Arm
CITY Type 8 Signal Pole
CITY Type 41 Siqnal Pole
CITl' Type 42 Sit;nal Pole
CITY Type 43 Sil;nal Pole
CITY Type 44 Signal Pole
CITY 10' Pedestal Pole
C[TY Wood Pole
CITY Base for 10' Pedestal Pole, Anchor Bolu, Ground Rod
CITY•�� 8' Street Light Arm and Luninaire
C[TY \ Opticom Cable and Detector
CITY Coax Cable RG-11 Underground
Unit
LS
EA
EA
EA
EA
EA
EA
EA
EA
EA
LF
EA
EA
LF
LF
LF
LF
LF
LF
LF
LF
LF
LF
LF
LF
EA
EA
EA
EA
EA
EA
EA
EA
EA
LS
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
LS
LF
Quantity Quantity Quantity
Crowley/ Harris Pkwy./ Oakmont Blvd.i
Risinger Oakmont Blvd. Oakmont Tr.
0.33 • 033 0.33
8 8 6
0 0 0
2 0 0
0 0 0
0 1 1
0 0 0
10 7 7
8 4 4
8 4 4
1,370 600 600
1 1 1
18 11 • il
480 310 180
355 0 0
305 530 605
20 20 20
590 390 565
0 0 0
0 0 30
1,160 765 605
0 0 310
0 0 0
8,195 2,360 . 2,460
0 0 0
1 0 3
0 0 0
1 3 1
3 1 1
0 0 0
1 1 1
1 1 1
0 2 2
2 0 0
1 1 1
1 1 1
0 0 0
0 0 0
0 0 0
0 0 0
0 I 1
0 0 0
1 1 0
1 0 1
2 0 0
0 1 0
0 0 0
1 1 1
0 . 2 0
3 0 I
0 1 0
1 0 3
0 0 0
1 0 3
4 1 2
i 1 1
0 0 55
Total
Quantities
1
22
0
2
0
2
0
24
16
16
2,570
3
40
970
355
1,440
60
1,545
0
30
2,530
310
0
13,015
0
4
0
5
5
0
3
3
4
2
3
3
0
0
0
0
2
0
2
2
2
1
0
3
2
4
1
4
0
4
7
3
55
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Minority and Women usiness Enterprise Specifications
SPECIAL INSTRUCTIONS FOR BIDDERS
APPLICATION OF POLICY
If the total dollar value of the contract is $25,000 or more, the M/WBE goal is applicable. If the total dollar�
value of the contract is less than $25,000, 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 Minority/Women Business
Enterprises (M/WBE) in the procurement of all goods and services to the City on a contractual basis. The objective
of the Policy is to increase the use of M/WBE firms to a level comparable to the availability of M/WBEs that provide
goods and services directly or indirectly to the City.
M/WBE PROJECT GOALS
The City's MBE/WBE goal on this project is 17% 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.
SUBMITTAL OF REQUIRED DOCUMENTATION
The applicable documents must be received by the Managing Department, within the following times allocated, in
order for the entire bid to be considered responsive to the specifications.
1. MNVBE 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 WITH THE CITY'S M/WBE ORDINANCE, WILL RESULT IN THE BID BEING
CONSIDERED NON-RESPONSIVE TO SPECIFICATIONS.
Any questions, please contact the M/VUBE Office at (817) 871-6104.
Rev. 612/98
City of Fort Worth �
Minor�ty and Women Business En#erprise Specifications
MBEM/BE UT1LlZATION
STANFIELD ENTERPRISES, INC. DBA
S & .T FT�FC'TRT�� rNr. 08/12/99
PRlME NEW SIGNAL INSTALLATIONS B�TPW ETE-1 999-0002
PROJECT NAME PROJECT NUMBER
��y+g NUWBE PROJECT GOAL: 6�
I M/WBE PERCENTAGE ACHIEYED:
ATTACHMENT 1A
Page 1 of 2
_.. , ;. , . ,
Fa�lure to complete this form, in its entirety w�th supporting documentat�ont;'antl received by the; Managmg Deparfinent
; , .. .. :
,
;
on or, before 5 OO p m f�ve (5) City business day�s after bid opening, exclusive of bid opening date, w�lt,result �n the bid
; .. , . -
.Being,considered non-respons�ve to:bid:specifications __ �_ . .::' ' _ � � , , �
.: . . . , . : � ; ...... ,
The. undersigneci .bidder agrees to enter mto a formal agreement with the MBE and/or VIIBE firms for work lisied m`this
,_, ;
- . :: : ,:.
schedute, "conditioned u�pon� `ezecution of a' contract with the. CEty oi. Fort Worth ,�The �ntent�onal :anc�lor knowing
, , . ... ..,.
,,
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misrepresentatiort: of facts'is` grounds for consideration :of d�sgualification'.and will result in' ihe bid [ieing `considered
non-responsive to specifications . ; ' - ', _ , . - ,, . ,
Company Name, Contact Name,
Addres's, and Telephone. No. ,
SWOFFORD ELEC. SUPPL''
1160 W. GREAT SW PKW�
GRAND PRAIRIE, TX
Certified ; Specify AI! Contracting :`: , Specify All Items to be ; DollarAmount
- Scope of Work (•� � `Supplied("). ;�.� � -
:: .
� oc _ ,. ' : .-._, _ �� .
c�i X �' , �a F". .
z ~s " - . . . .
COWTOWN TRAFFIC CONT�OI , IIfC
�►TGi : : ' �
•; �•C1 , � ���. /•I �'
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GENERAL
ELECTRICAL 1ST $ 3,000.00
SUPPLIES
TRAFFIC CONTROL
SIGNS & BARRICADES
1ST 4 500.00
M/WBEs musf be located in the 9(nine) county marketptace or currently doinq business in the marketplace at the time of bid.
� 1 specify all areas in which MWBE's are to be utilized �nd/or items to be supplied: „-- =,:; •,. : ,. .,
: . ._:
A complete listing of items to be supplied is requi�ed in order to receive credit toward the MMIBE goal. . ,, „ �
Identify each Tier level . • Tier Means the level of subcontractmg below the prime contractodconsultant, i.e., a direcf payment
; . .. . . . .
.
�` from the`prime contractor ta a sub�contracto� is considered 1"•tier, a paymertit by a subcont�actor to
• . , , ,. . �
- - •• its supplier is`considered�2^�,_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. 6l2l98
Pages 1 and 2 of Attachment 1A must be received by the Managing Department
ATTACHMENT 1A
Page 2 of 2
-Company"Name;`Contact Name, Certified ; Specify All Contracting �: Specify All Items to be : Dol[ar_Amount ..
--'Address, and �elephone No ; U ; F � ; Scope.of Work (*) ,'{ Supplied(*) � ; �� �
- :: , � � on . . - - a�i � -
. ; , , v ' ; � �
:,� , ; ,
�;�_ . .. _. , . z : �C : �' _ -
�:
, ;.. - —
. ... ,: , _ ,; _ - . . .. . --
. . : ,., ,.,. _ � _ , _
. , ,. _.., : : , ,.'., .
, �,
-
, .' ..
_ . , . , v7
�- _
� •
The bidder further agrees to provide, directly to the City upon request, complete and accurate information regarding
actual work pertormed by all subcontractors, including MBE(s) andlor 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(sj on this contract, by an authorized officer or
empioyee of the City. Any intentionai andlor 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.
Ci� of Fort Worth
Minority and Women usiness En#erprise Specifica#ions
MBE/WBE UT1LlZATiON
ALL MBEs and WBEs MUST BE CERTIFIED BY THE CITY BEFORE CONTRACT AWARD
(� � �" E.G. STANFIELD
Authorized Si nature �✓� Printed Si nature
9 � 9
� PRESIDENT
Title STANFIELD
DBA S & J
Company Name
P.O. BOX
Address
ENTERPRISES, INC.
ELECTRIC, INC.
Contact Name and 7itle (if different)
121516
F(�RT WnRTH , TX 7 61 21
CitylState/Zip Code
(817) 560-0000
Telephone Number (s)
(817) 560-0555
Fax Number
08/12/99
Date
THIS FORM MUST BE RECEIVED BY THE MANAGING DEPARTM�NT BY 5:00 p.m., FIVE (5) CITY BUSINESS DAYS AFTER BID
OPENING, EXCLUSI\.f OF THE BID OPENING DATE
Rev. 6/2/98
Pages 1 and 2 of Attachment 1A m��st be received by the Managing Department
ATTACHMENT 1 B
� Ci of Fort Worth Page 1 of 1
- Minority and Women �usiness Enterprise Specifications
STANFIELD ENTERPRISE,
S & J ELECTRICR INC_
Prime Company Name
08/12/99
Bid Opening Date
NEW SIGNAL INSTALLATIONS
Project Name
TPW-TE-1999-0002
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.
���.�, � � � , � . �,�� ,s �
� and 6e recei�ed by the Man�i�p D�pa�jt���;o�-�x
w��d � #?.;�k, �� '`... " � 4v�S§ �. '��:�b, a�y„:a^�w.. �. q z a g^S"�`
s� after bid oaen�� „ exctusive of the,b�d"�open�ng�a�e=�
esponsiyeRto p�d'�specifcatioris �� _ u`��� �`���'�'�,��,���
Will you perForm this entire contract without subcontractors? X 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.
Will you perform this entire contract without suppliers? � Yes x 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. .
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 WSE (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/o� knowing misrepresentation of facts will be grounds
for terminating the contract or debarment frdm City work for a period of not less than three (3)
years and for initiating action under Federal, S'tate 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. ;
Authorized Signature
PRESIDENT
Title
STANFIELD ENTERPRISES, INC. DBA
S & J ELECTRIC, INC.
Company Name
P.O. BOX 121516
FORT WORTH, TX 76121
Address
Prime Contractor Waiver
INC DBA
E.G. STANFIELD
Printed Signature
Contact Name {if different)
(817) 560-0000
Contact Telephone Number (s)
(817) 560-0555
Fax Number
Rev. 6/2/98
ATTACHMENT 1 C
Page 1 of 3
c�ty ot Fort wortn
Minori#y and Women Business Enterprise
GOOD FAITH EFF�RT
STANFIELD ENTERPRISES, INC. DBA• '
S& J ELECTRIC, IIVC. 08/12/99
Prime Company Name Bid Date
NEW SIGNAL IIVSTALLATIONS '
Project Name
TPW-TE-1999-0002
Project Number
�If you'have failed to;secure M/VUBE participation and yo�1 have"subcontracting and/or supplier opportunities or if�
your M/WBE participation is less than the City's project goat, you�must complefe this form.' � ' "
if the bidder's method of compliance with the M/WBE goal is based upon demonstration of a
"good faith effort", t�e bidder wi11 have the burden of correctiy and accurately preparing and
submitting the documentation required by the City. Compliance with each item, 9 thru 6 below,
shali satisfy the Good Faith Effort requirement absent proof of fraud, intentional and/or
knowing misrepresentation the facts or intentional discrimination by the bidder.
� Failure � to compfete this fo�m, in its �.entirety with •supporting documehtation, and received -by the:
Managing Department on or�before S:OO p.m. five (5) City business days after bid opening, exclusive of_bid �
opening date, will result in the �bid being consicfered non-responsive to bid specifications. . .
�
1.) Please list each and every subcontracting and/or supplier opportu�ity lD0 NOT L1ST NAMES OF
FIRMS) which will be used in the completion of this project, regardless of whether it is to b� provided
by a MNVBE or non- MNYBE. ' .
(Use additiona/ sheets, if necessary)
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List of: Subcontractina Opportunities
N/A
List of: Supplier Opportunities
ELECTRICAL SUPPLIES
TRAFFIC CONTROL SIGNS
ATfACHMENT 1C
Page 2 of 3
2.) Did you obtain a current list of M/W8E firms from the City's M/WBE Office? The list is considered in
compliance, if it is not more than 3 months old from the date of bid opening.
X Yes
No
Date of Listing 0 7 � 2 8 / 9 9
3.) Did you solicit bids from M/WBE firms, within the subcontracting and/or suppiier areas previously
listed, at least ten calendar days prior to bid opening by mail, exclusive of the day the bids are
opened?
Yes If yes, attach M/WBE mail listing to include name of fir�n and address and a dated
�No copy of letter mailed. .
4.) Did you solicit bids from M1WBE firms, within the subcontracting a�dlor supplier areas previously
listed, at least ten calendar days prior to bid opening by telephone, exclusive of the day the bids are
opened? _ � -
X Yes If yes, attach list to include name of MlWSE firm, ep rson contacted,
No phone number and date and time of contact.
NOTE: �A facsimile may be used to comply with either 3 or 4,,but may not be usedfor both. If a facsimile
. , ,.;.
is used, aitach the 'fax' confirmation, �wh�ch ,is to prov�de`:M/WBE name;-'date, time, �.fax numbec and
;.. , , . , , . , , _ :, . . w. : : :, .
_ ., :
documentafion'faxed. � `� • ' - �� �
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NOTE: _If a SIC Jist of M/WBE is ten or, fess,;the bidder must contact the�entire list_to be in� compliance�with
: .... .. , _ - --
questions 3 and 4. If a sic list of M/WBElis more than ten, the.bidder must contact.ai`least,two-thirds of
, .. . . ,_ . ,. .
_.; :, _ ;... ..
the list but not fess than ten to be in compliance_with questions 3 and 4. . , � ..
5.) Did you provide�plans and specifications��to potential"M/WBEs or°information regarding the location of
plans and specifications in order to assist the M/WBEs? •
X Yes
No
6.) If MNVBE bids were received and rejected, you must:
(1) List the M/WBE firms and the reason(s) for rejection (i.e., quotation not commercially reasonable,
qualifications, etc.) and
(2) Attach affidavit and/or documentation to support the reason(s) listed below (i.e.. letters, memos,
bids, telephone calls, meetings, etc.)
(Please use additiona! sheets, lf necessary, and attach.)
Company Name Telephone Contact Person � Scope of Work Reason for
Rejection
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ADDITIONAL INFORMATION:
ATTACHMENT1C
Page 3 of 3
Ptease provide additional information you feel will further explain your good and honest efforts to obtain
M/WBE participation on this project.
TIiIS JOB WILL BE DONE Bh' S& J LABORERS & S& J EQUIPMENT.
ALSO, MUCH OF THE MATERIAL WILL BE FURNISHED BY THE CITY OF FT. WORTH
The bidder further agrees to provide, directly to the City �upon request, complete and
accurate information regarding actual work performed on this contract, the payment
thereof and any proposed changes to the original arrangements submitted with this bid.
The bidder also agrees to allow an audit and/or examination of any books, records and
fiies held by their company that will substantiate the actual work performed on this
contract, by an authorized officer or employee of the City.
:, Any intentional and/or knowing misrepresentation of facts wili 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 Locat laws concerning fafse
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.
� .
The undersigned certifies that the information provided and the M/WBE(s) listed
was/were contacted in good faith. It is understood that any M/WBE(s) listed in
Attachment 1C wiil be contacted and the reasons for not using them will be verified by
the City's M/WBE Office.
(-��,� �� Y� E.G. STANFIELD
Authorized Signat re Printed Signature
,PRESIDENT
Title �
STANFIELD ENTERPRISES, INC. DBA
S & J ELECTRIC, INC.
Company Name
P.O. BOX 1 21 51 6
Address
FORT WORTH, TX 76121
CitylState/Zip
Contact Name and Title (if different)
(817) 560-0000 i
Telephone Number(s)
(817) 560-0555
Fax Number
08/12/99
Date
11AINQf21TYNJOM�N BUSINE�S ENTERPfi15E DlSCiJ4iMER
m Ple�e be advised the City af Fort Worth does not make any reeomrnendatlons as to fho capa6ility or quall$cations vf a�y of these husinesses ta perform the work required on City contracts.
Q 7TieClry, therefore, wYl not guararrtee, reovmrnerrd or give warraniyr ar other assurances as to the competencyancYor fifness of ce�tified NS11Af8E 11rms. At fhe present time, dt�s list af �ertifiesf fJ11W8E
� firms is qeing iormutaDed and mair�a}ned by the Norih Cemral Texas Regional Cerdfiplton Agency (NCTRCA) solel� for thc puspose ofdisseminadng inFormation of the availab�lity of
� M1WBE betslnessesforthe �ty. These �stings undergo r.ont7nual cevisions _
The C ity oF Fort IAAo�th will accapt Certificafion of a vendor by tt�e NCTRCA or Tezes Departmentaf Transpori,atton (higfrway divisionj in the rnarlaetptac� prior Lo AWARD of the cantract. The maricelptace
area kncludes the counties of: Tarrerrt, Parker, Jqhnson, Coil(n, Ua�as, [)er�ton, Etl(s, Kaufman and Rockwall
Plea�se contact theMinorityNVomen Susk+e� EntetpriseQtfice at (81?} gT1_6104 {�or any �ubaeque�t Cl�ange�s} anryorquesUons. if a certiFietl vendors qame does not appear on the iisting(s),
please call the MJWBE dffice to verify. _
I�tt�V�1B� Contrac�ors Alphabeti�ai S�C Listing
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IR�41 qDDRESS
054f3(?4 EL�CTRICAL SUPPLIEFZS
lamo Electcical Sapply, lnc. 'i234 S. Alexander
est USA I nc. P.O. Box 1�f 6654
ustom Computer Cables, Inc. 16Q7 Capital Ave_
(ectronFc Prntection & Cdntrots 7441 Marvin D. LQve Free�ray #2fl0-A
awn and Garden Warehause, Inc. P. O. Box 11475
BI Electro Optics Corp 5613 Bluebird AVe.
3 Associales, Inc. 4561 S. Westrtt�reland
areno Suppiy inc. P.O. Brsx 8034Qfi
uality Salutions, Inc. �U4 Barrows PlaGe
. F. Electrie, Inc.
apid Resvurce Services PO Box 56'1202
elecom Electrie Supply �o. P, Cl. Box 13fiO3D7
atson Electric Suppiy P.O. Box 540247
(i36fi9t}3 TRAFFlC CUNT3�OL EQUiPIyAENT
ell Anderson P.O. Bdx 740052
owtown Traffic Cantrol, Enc. 46�3 Ftome St.
CITY
Duncanville
Carrotlton
Piana
Dallas
Fort W�rth
Dallas
D a 11as
€3allas
DeSato
Datlas
Dallas
Plano
Dalias
Datlas
Fort Warth
ST
TX
TX
TX
�X
1')C
TX
7K
T?C
7X
TX
TX
TX
TX
�x
TX
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75137
75411-6654
75U74
75237
7611 D
7�237
75237
75380 .
751'!5
75207
75356
7�086-0307
75220
�ss7a-aos2
76107
PFi�NE
(972) 296-6555
(972}394-3339
t972} 881-0802
��72) 73D-$933
�s��j 92�-2a�s
(214j 4�a2-93U0
{214y339-2117
{972j d16-6490
is�z3 2�fl-�23o
(2'E4j fi31-8033
(214) 695-2244
(972y422-4012
(214j902-5�00
(972)231-7317
(817} 924-4524
FAX
{g72j 283-�C�15
(972) 394-9$12
(972) 422-7263
(972}78Q-8957
�a��a s22-s� as
�214) 462-931 a
(214j 33'1-1457
(972} 416-6314
(972} 223 9510
{214) 951-0346
(214 ) 951-0782
(972} 4?_2-04G7
(214)902-5660
{$'t7) 926 2725
.
[�'� c� c-� r�-� ci-� o � c� d� o r�-� c� o c� c� a� ��
Ju1-28-99 02:51P City Fort Worth MWBE
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July 28, 1999
�. �
� Edith Stanfield
� � & J Electri�al
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817.8716185
Dear Edith Stanfisld:
Per yvur request, the encfosed 9isting is to assist you in your efforts ta utilize fvf/WBE
sub-cQntractors an�/ar suppli�rs in th� following commadities:
Items Requested:
❑ ��.�CTRICA� SUPPLlERS
� ❑ TRAFFIC CONTROL
❑ EQUIPMEN7
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Currently, we da not h�ve M/WB�'s in the following commodities requ�sted:
l.� None �
If yau need additionaf assistance, please contact our office at your earliest convenie�ice.
Sinc�rely,
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Beatrice Taylor �
Administrative Secretary
CITY MANAGFit'S UFFIC�
MINQRITY/VVUMF;fV BUSINES5 �NTGRPR3SE
T�jr: CITY OF FURr WORTH * I(N)(1 �I'HROCK:�lt)KT'(1N STREEY * FURT WORTH, 'I'r:XA.S i6IU2
(81� 871-6104 � FAx (Si7) �71-6185
C;aF•
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PART C
GENERAL CONDITIONS
n See City of Fort Worth Standard Specifications For Street and Storm Drain Construction.
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PART D
SPECIAL PROVISIONS
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SPECIAL PROVISIONS
Q FOR: NEW SIGNAL INSTALLATIONS AT THE INTERSECTIONS OF:
CROWLEY ROAD (FM 731) / RISINGER ROAD
DICKSON STREET / HEMPHILL STREET
O HARRIS PARKWAY / OAKMONT BLVD.
OAKMONT BLVD. / OAKMONT TRAIL
PROJECT No. TPW-TE-�999-0002
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TABLE OF CONTENTS
1. Scope of Work
2. Easements
3. Contract Award
4. Project Completion
�. Increase or Decrease in Quantities
6. Termination
7. Reference Specifications
8. Bid Submittal
9. Warranty
10. Construction'Staking
11. Traffic Control
12. Payment
13. Delays
14. Detours and Barricades
15. Parkways
16. Disposal of Spoil/Fill
17. Zoning Compliance
18. Clearing and Grubbing
19. Final Cleanup
20. Quality Control Testing
21. Property Access
?2. Construction Schedule
23. Safety Restrictions - Work Near High Voltage Lines
24. Water Department Pre-Qualification Requirements
25. Right To Audit
26. Trench Safety
27. Subsidiary Work
28. Substitutions
29. Temporary Soil Erosion, Sediment and Water Pollution Control
30. City Furnished Items
31. Existing Utilities
32. Construction
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SPECIAL PROVISIONS
1. SCOPE OF WORK: The work covered by these plans and specifications consists of installation of new traffic
signals and all other miscellaneous items of construction to be performed as outlined in the Plans and
Specifications which aze necessary to satisfactorily complete the work.
AWARDING OF CONTRACT AND WORKING DAYS:
(a) Contract may not necessarily be awarded to the lowest bidder. The City Engineer shall evaluate and
Q recommend to the City Council the be�t bid which is considered to be in the best interest of the City.
The contract will be awarded to the lowest responsive and responsible bidder.
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(b) The number of working days shall be 9i0. �O
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2. EASEMENTS: Location of all utilities and right-of-way easements are estimated. The Contractor shall not
hold the City of Fort Worth responsible for any delay in issuing the work order for this Contract.
3. CONTRACT AWARD: Contract will be a�Varded to the lowest responsive and responsible bidder.
4. PROJECT COMPLETION: The Contractor agrees to complete the Contract within the allotted number of
working days. If the Contractor fails to complete the work within the number of working days specified,
liquidated damages shall be charged, as outlined in Part 1, Item 8, Paragraph 8.6 of the "General Provisions" of
the Standard Specification for Construction of the City of Fort Worth, Texas.
5. INCREASE OR DECREASE IN OUANTITIES: It is the Contractor's sole responsibility to verify all pay
item quantities prior to submitting a bid.
When the quantity of work to be done or materials to be furnished under any major pay item of the Contract is
more than 125% of the quantity stated in the Contract, whether stated,by Owner or by Contractor, then either
party to the Contract, upon demand, shall be entitled to negotiate for revised consideration on the portion of
work above 125% of the quantity stated in the Contract.
When the quantity of the work to be done or materials to be furnished under any major pay item of the Contract
is less than 75°/a of the quantity stated in the Contract, whether stated by Owner or by Contractor, then either
party to the Contract, upon demand, shall be entitled to negotiate for revised consideration on the portion of
work below 75% of the quantity stated in the Contract. This paragraph shall not apply in the event Owner
deletes a pay item in its entirety from this Contract.
A major pay item is defined as any individual bid item included in the Proposal that has a total cost equal to or
greater than 5 percent of the original Contract.
A minor pay item is defined as any individual bid item included in the Proposal that has a total cost less than 5
percent of the original Contract.
In th� event Owner and Contractor are unable to agree on a negotiated price, Owner and Contractor agree that
the consideration will be the actual field cost of the work plus 15% as described herein below, agreed upon in
writing by the Contractor and Department of Transportation and Public Works and approved by the City
Council after said work is completed, subject to all other conditions of the Contract. As used herein, field Fost
of the work will include the cost of all workmen, foremen, time keepers, mechanics and laborers; all materials,
supplies, trucks, equipment rental for such time as actually used on such work only, plus all power, fuel,
lubricants, water and similar operating expenses; and a ratable portion of premiums on performance and
payment bonds, public liability, Workers Compensation and all other insurance required by law or by
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ordinance. The Director of the Transportation and Public Works Department will direct the form in which the
accounts of actual field cost will be kept and will recommend in writing the method of doing the work and the
type and kind of equipment to be used but such work will be performed by the Contractor as an inde�endent
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 with the actual field cost as herein specified upon
request, the Contractor shall provide the Director of Transportation and Public Works access to all accounts,
bills and vouchers relating thereto.
6. TERMINATION: 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.
7. REFERENCE SPECIFICATIONS: This Contract and project are governed by the following published
specifications (latest edition), except as modifed by these Special Provisions:
STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTR UCTION.
CITY OF FORT WORTH
A copy of these specifications may be purchased at the Office of the Department of Transportation and Public
Q Works, 1000 Throckmorton Street, 2"d Floor, Municipal Building, Fort Worth, Texas 76102. The applicable
specifications are indicated on the plans and in the Contract Documents. General Provisions shall be those of
the City of Fort Worth document rather than Division 1 of the North Central Texas document.
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STANDARD SPECIFICATIONS FOR CONSTRUCTION OF HIGHWAYS. STREETS AND BRIDGES._
TEXAS DEPARTMENT OF TRANSPORTATION
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION.
NORTH CENTRAL TEXAS COUNCIL OF GO i�ERNMENTS
8. BID SUBMITTAL: Bidders shall not separate, detach or remove any portion, segment or sheets from the
Contract Documents at any time. Failure to bid or fully execute Contract without retaining Contract Documents
intact may be grounds for designating bids as "nonresponsive" and rejecting bids or voiding Contract as
appropriate and as determined by the Director of the Transportation and Public Works Department.
9. WARRANTY: The Contractor shall be responsible for defects in this project due to Contractor's 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. The Contractor will be required to replace at his expense any part
or all of the project which becomes defective due to these causes.
10. CONSTRUCTION STAKING: Construction stakes for line and grade will be provided by the City (if
required) as outlined on page 17, Standard Snecifications for Street and Storm Drain Construction, City of
Fort Worth.
� 11. TRAFFIC CONTROL: The Contractor shall be responsible for providing traffic control during the
consmzction of this project consistent with the provisions set forth in the "1980 T�ras Manua! on Uniform
Traffic Control Devices for St�eets and HiQlswgvs" issued under the authority of the "State of Texas Uniform
Q Act Regulating Traffic on Highways," codifie 9 as Article 6701 d Vernon's Civil Statues, pertinent sections
being Section Nos. 27, 29, 30 and 31.
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The Contractor will not remove any regulatory •ign, instructional sign, street name sign or other sign which has
been erected by the City. If it is determined t at a sign must be removed to permit required construction, the
Contractor shall contact the Transportation an Public Works Department, Traffic Services Division (phone
number 871-8100), to remove the sign. In t e case of regulatory signs, the Contractor must replace the
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ternporary sign must be installed prior to the removal of the permanent sign. If the temporaty sign is not
installed correctly or if it does not meet the required specifications, the permanent sign shall be left in place
� until the temporary sign requirements are met. When construction work is completed to the extent that the
permanent sign can be reinstalled the Contractor shall again contact the Traffic Services Division to reinstall the
permanent sign and shall leave his temporary sign in place until such reinstallation is completed.
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Traffic control will not be paid for directly, but shall be considered subsidiary to the various bid items of the
contract.
12. PAYMENT: The Contractor will receive full payment from the City for all work.
13. DELAYS: The Contractor shall receive no compensation for delays or hindrances to the work, except when
direct and unavoidable extra cost to the Contractor is caused by the failure of the City to provide information or
material, if any, which is to be furnished by the City. When such extra compensation is claimed a written
statement thereof shall be presented by the Contractor to the Engineer and if by him found correct shall be
approved acid referred�by him to the Council for fmal approval or disapproval; and the action thereon by the
Council shall be final and binding. If delay is caused by specific orders given by the Engineers to stop work or
by the performance of extra work or by the failure of the City to provide material or necessary instructions for
carrying on �the work, then such delay will entitle the Contractor to an equivalent extension of time, his
application for which shall, however, be subject to the approval of the City Council; and no such extension of
time shall release the Contractor or the surety on his performance bond form all his obligations hereunder
which shall remain in full force until the discharge of the Contract.
14. DETOURS AND BARRICADES: The Contractor shall prosecute his work in such a manner as to create a
minimum of interruption to traffic and pedestrian facilities and to the flow of vehicular and pedestrian traffic
within the project area. Contractor shall be responsible for installing all construction signs, signals, and
markings necessary to provide adequate traffic controls for purposes of construction.
Barricades, warning and detour signs shall conform to the Standazd Specifications "Barriers and Warning
o and/or Detour Signs," Item 524 and/or as shown on the plans. The furnishing, placing, and maintaining of
barriers and warning and/or detour signs by the Contractor will not be paid for directly, but shall be considered
subsidiary to the various bid items of the contract.
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Construction signing and barricades shall conform with "1980 Texas Manual on Uniform Traffic Control
Devices. Vol. No. 1."
15. PARKWAYS: During the construction of this project, it is required that all parkways be excavated and shaped
as required at the same time the roadway is excavated. Excess excavation will be disposed of at locations
approved by the Engineer. Any parkway shaping is subsidiary to the unit prices bid for signal construction.
16. DISPOSAL OF SPOIL/FILL MATERIAL: Prior to the disposing of any spoiUfill material, the Contractor
shall advise the Director of the Depa.rtment of Engineering acting as the City of Fort Worth's Flood Plain
Administrator ("Administrator"), of the location of all sites where the Contractor intends to dispose of such
material. Contractor shall not dispose of such material until the proposed sites have been determined by the
Administrator to meet the requirements of the Flood Plain Ordinance of the City of Fort Worth (Ordinance No.
11998). All disposal sites must be approved by the Administrator to ensure the filing is not occurring within a
flood plain without a permit. A flood plain permit can be issued upon approval of necessary engineering
studies. No fill permit is required if disposal sites are not in a flood plain. Approval of the Contractor's
disposal sites shall be evidenced by a letter signed by the Administrator stating that the site is not in a known
flood plain or by a Flood Plain Fill Permit authorizing fill within the flood plain. Any expenses associated with
obtaining the fill permit, including any necessary engineering studies, shall be at the Contractor's expense. In
the event that the Contractor disposes of spoiUfill material at a site without a fill permit or a letter from the
Administrator approving the disposal site, upon notification by the Director of Engineering, Contractor shall
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remove the spoiUfill material at its expense and dispose of such materials in accordance with the Ordinance of
the City and this section.
17. ZONING COMPLIANCE: During the construction of this project, the Contractor shall comply with present
zoning requirements of the City of Fort Worth in the use of vacant property for storage purposes.
18. CLEARING AND GRUBBING: All objectionable matter required to be removed within the right-of-way and
not particularly described under these specifications shall be covered by Item No. 102, "Clearing and
Grubbing" and shall be subsidiary to the other items of the Contract.
19. FINAL CLEANUP: Final cleanup work shall be done for this project as soon as the construction has been
completed. No more than seven days shall elapse after completion of construction before the roadway and
right-of-way is cleaned up to the satisfaction of the Engineer.
20. OUALITY CONTROL TESTING: The Contractor shall furnish, at its own expense, certifications by a
private laboratory for all materials proposed to be used on the project, including a mix design for any asphaltic
and/or Portland cement concrete to be used and gradation analysis for sand and crushed stone to be used along
with the name of the pit from which the material was taken. The Contractor shall provide manufacturer's
certifications for all manufactured items to be used in the project and will bear any expense related thereto.
(a) 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 that are to be used later in the concrete.
The Contractor shall provide a certified copy of the test results to the City.
� (b) Quality control testing of in situ 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.
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(c) The Contractor shall provide not less than 48 hours notice to the City for operations requiring testing. T'he
Contractor shall provide access and trench safety system (if required) for the site to be tested and any work
effort involved is deemed to be included in the unit price for the item being tested.
(d) The Contractor shall provide a copy of the trip ticket for each load of fill material delivered to the job site.
The ticket shall specify the name of the pit supplying the fill material.
21. PROPERTY ACCESS: Access to adjacent property shall be maintained at all times unless otherwise directed
by the Engineer.
22. CONSTRUCTION SCHEDULE: It shall be the responsibility of the Contractor to furnish the Engineer, prior
to construction, a schedule outlining the anticipated time each phase of construction will begin and be
completed, including sufficient time being allowed for cleanup.
23. SAFETY RESTRICTIONS - WORK NEAR HIGH VOLTAGE LINES,: The following procedures will be
followed regarding the subject item on this Contract:
(a) A warning sign not less than five inches by seven inches, painted yellow with black letters that are legible
at twelve feet shall be placed inside and outside vehicles such as cranes, derricks, power shovels, drilling
rigs, pile drivers, hoisting equipment or similar apparatus. T'he warning�sign shall read as follows:
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"WARNING—UNLAWFUL TO OPERATE THIS EQUIPMENT WITHIN SIX FEET OF HIGH
VOLTAGE LINES."
(b) Equipment that may be operated within ten feet of high voltage lines shall have an insulating cage-type of
guard about the boom or arm, except back hoes or dippers and insulator links on the lift hood connections.
(c) When necessary to work within six feet of high voltage electric lines, notification shall be given the power
company (TLJ Electric Service Company) which will erect temporary mechanical barriers, de-energize the
line or raise or lower the line. The work done by the power company shall not be at the expense of the City
of Fort Worth. The notifying department shall maintain an accurate log of all such calls to TiJ Electric
Service Company and shall record action taken in each case.
(d) The Contractor is required to make arrangements with the TU Electric Service Company for the temporary
relocation or raising of high voltage lines at the Contractor's sole cost and expense.
(e) No person shall work within six feet of a high voltage line without protection having been taken as outlined
in Paragraph (c).
24. WATER DEPARTMENT PRE-OUALIFICATION REOUIREMENTS.: Any Contractor performing any
work on Fort Worth water or sanitary sewer facilities must be pre-qualified with the Water Department to
perform such work in accordance with procedures and specifications described in the current Fort Worth Water
Department General Specifications.
25. RIGHT TO AUDIT: Contractor agrees that the City shall, until the expiration of three (3) years aRer fmal
o 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
a facilities and shall be provided adequate and appropriate workspace in order to conduct audits in compliance
with the provisions of this section. The City shall give Contractor reasonable advance notice of intended audits.
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(a) Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that the
subcontractor agrees that the City shall, under the expiration of three (3) years after final payment under
the subcontract, have access to and the right to examine and photocopy any directly pertinent books,
documents, papers and records of such subcontractor involving transactions to the subcontract and further,
that City shall have access during normal working hours to all subcontractor facilities and shall be provided
adequate and appropriate work space in order to conduct audits in compliance with the provisions of this
article together with subsection (c ) hereof. City shall give subcontractor reasonable advance notice of
intended audits.
(b) Contractor and subcontractor agree to photocopy such documents as may be requested by the City. The
City agrees to reimburse Contractor for the cost of copies as follows:
1. 50 copies and under $0.10 per page.
2. More than 50 copies $0.85 for first page plus $0.15 for each page thereafter
(c) "Contractor agrees that the City shall, until the expiration of three (3) years after final payment under this
Contract have access to and the right to examine any directly pertinent books, documents, papers and
records of such subcontractor, invo(ving transactions to the subcontract and further, that City shall have
access during norma( working hours to all appropriate work space, in order to conduct audits in compliance
with the provisions of this article. City shall give subcontractor reasonable advance notice of intended
audits."
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26. TRENCH SAFETY: The Contractor must comply with the following basic requirements in order to provide
for the safety and health of workers in a trench. The Contractor shall develop, design and implement the trench
excavation safety protection system. The Contractor shall bear the sole responsibility for the adequacy of the
trench safety system and providing "a safe place to work" for the workman.
The trench excavation safety protection system shall be used for all trench excavations deeper than five (5) feet.
The Excavating and Trenching Operation Manual of the Occupational Safety and Health Administration, U.S.
Department of Labor, shall be the minimum governing requirement of this item and is hereby made a part of
this specifica'tion. The Contractor shall, in addition, comply with all other applicable Federal, State and local
rules, regulations and ordinances.
The Contractor shall provide all methods used for trench excavation safety protection including furnishing,
designing, providing all materials, tools, labor, equipment and incidentals necessary, including removal of the
system.
27. SUBSIDIARY WORK: Any and all work specifically governed by documentary requirements for the project
such as conditions imposed by the Plans, the General Contract Documents or these Special Contract
Documents, in which no specific item for bid has been provided for in the Proposal, shall be considered as a
subsidiary item of work, the cost of which shall be included in the price bid in the Proposal, for each bid item.
Surface restoration and cleanup are general items of work, which fall in the category of subsidiary work.
28. SUBSTITUTIONS: The specifications for materials set out the minimum standard of quality which the City
believes necessary to procure a satisfactory project. No substitutions will be permitted until the Contractor has
received written permission of the Engineer to make a substitution for the material which has been specified.
Where the term "or equal", or "or approved equal" is used, it is understood that if a material, product, or piece
of equipment bearing the name so used is furnished, it will be approved, as the particular trade name was used
for the purpose of establishing a standard of quality acceptable to the City. If a product of any other name is
proposed for use, the Engineer's approval thereof must be obtained before the proposed substitute is procured
by the Contractor. Where the term "or equal", or "or approved equal" is not used in the specifications, this does
not necessarily exclude alternative items or material or equipment which may accomplish the intended purpose.
However, the Contractor shall have the full responsibility of proving that the proposed substitution is, in fact,
equal, and the Engineer, as the representative of the City, shall be the sole judge of the acceptability of
substitutions. The provisions of this sub-section as related to "Substitutions" shall be applicable to all sections
of these specifications.
29. TEMPORARY SOIL EROSION, SEDIMENT AND WATER POLLUTION CONTROL: The Contractor
shall provide all temporary soil erosion, sediment and water pollution control measures for the duration of the
Contract in compliance with Federal (EPA), State of Texas, and City of Fort Worth regulations. The temporary
measures shall include silt fences, temporary construction entrances, dikes, dams, berms, sediment basins, fiber
mats, jute netting, temporary seeding, straw mulch, asphalt mulch, plastic liners, rubble liners, baled-hay
retards, dikes, slope drains, and other devices. Such prevention measures shall be in accordance with the North
Central Texas Council of Governments Storm Water Oualitv Best ManaQement Practices for Construction
Activities. All work, materials, and equipment necessary to provide temporary erosion control shall be
considered subsidiary to the Contract and no extra pay will be given for this work.
30. CITY FURNISHED ITEMS: The City shall furnish the following items for the project: signal heads, poles,
mast arms, cabinets, and controllers as shown on the plans. The Contractor shall provide a written request to
Mr. Dan Holt, Traffic Services Superintendent, for these items at least 7 days in advance of the Contractor's
proposed installation date. The Contractor shall pick up these items at the City's warehouse located at 3409
Harley Ave. or 2500 Brennan Street, transport, and install them at the project location.
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The Contractor will install the cabinet and terminate the field wiring. The City will install and turn on the
controller. '
The Contractor shall furnish all other labor, equipment, and materials for construction of the project. All
inspection shall be by the City of Fort Worth.
31. EXISTING UTILITIES: It shall be the responsibility of the Contractor to determine the existence of, to
verify locations, elevations, and dimensions of adjacent and/or conflicting utilities in order that adjustments can
be made to provide adequate clearances. The Contractor shall preserve and protect public utilities at all times
during construction. Any damage to utilities resulting from the Contractor's work shall be restored at the
Contractor's expense. Public utilities shall be notified when proposed facilities conflict with existing utilities.
Contractor shall contact the following utility companies 48 hours prior to doing work at any location:
Lone Star Gas
Southwestern Bell
AT&T
Marcus Cable
Western Union Cable
TCT Electric
City of Fort Worth Water Department
City of Fort Worth Transportation and Public Works Department
Metro (214) 263-3444
1-800-344-8377
1-800-878-8711
246-5538
(214) 939-1930
1-800-233-2133
871-8275
871-8100
If any City of Fort Worth water utility is in the vicinity of a proposed pole foundation (within 3.0 feet), then the
Contractor will hand dig to uncover the water line and verify that the proposed pole foundation location is
satisfactory.
The Contractor shall be liable for all damages done to utilities as a result of his/her operations.
32. CONSTRUCTION:
NON-PAY ITEM No. 1- CLEARING AND GRUBBING:
All objectionable items within the limits of this project and not otherwise provided for shall be removed under
this item in accordance with Standard Specifcation Item 102, "Clearing and Grubbing." However, no direct
payment will be made for this item and it shall be considered incidental to this Contract.
NON-PAY ITEM No. 2- SPRINKLING FOR DUST CONTROL:
All applicable provisions of Standard Specifications Item 200, "Sprinkling for Dust Control" shall apply.
However, no direct payment will be made for this item and it shall be considered incidental to this Contract.
NON-PAY ITEM No. 3- PROTECTION OF FENCES. TREES. PLANTS AND SOIL:
All property along and adjacent to the Contractor's operations including fences, lawns, yards, shrubs, trees, etc.
shall be preserved or restored after completion qf the work to a condition equal or better than existed prior to
start of work.
By ordinance, the Contractor must obtain a permit from the City Forester before any work (trimming, removal
or root pruning) can be done on trees or shrubs growing on public properiy including street right-of-way and
designated alleys. This permit can be obtained by calling the Forestry Office at 871-5738. All tree work shall
be in compliance with pruning standards for Class II Pruning as described by the National Arborist Association.
A copy of these standards can be provided by calling the above number. Any damage to public trees due to
negligence by the Contractor shall be assessed using the current formula for Shade Tree Evaluation as defined
by the Intemational Society of Arboriculture. Payment for negligent damage to public trees shall be made to
the City of Fort Worth and may be withheld from funds due to the Contractor by the City.
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To prevent the spread of the Oak Wilt fungus, all wounds on Live Oak and Red Oak trees shall be immediately
sealed using a commercial pntning paint. This is the only instance when pruning paint is recommended.
NON-PAY ITEM No. 4- CONCRETE COLORED SURFACE:
All concrete flazed surface (sidewalk ramp wing or curb) shall be colored with LITHOCHROME color
hardener or equal. A brick red color, a dry-shake hardener manufactured by L.M. Scofield Company or equal,
shall be used in accordance with manufacturer's instructions. Contractor shall provide a sample concrete panel
of one foot by one foot by three inches dimension, or other dimension approved by the Engineer, meeting the
aforementioned specifications. The sample, upon approval of the Engineer, shall be the acceptable standard to
be applied for all construction covered in the scope of this Non-Pay Item. No direct payment will be made for
this item and it shall be considered incidental to this Contract.
The method of application shall be by screen, sifter, sieve, or other means in order to provide for a uniform
color distribution.
NON-PAY ITEM No. 5— EXISTING UTILITIES:
T'he location and dimensions shown on the plans relative to existing utilities are based on the best information
available. It shall be the Contractor's responsibility to verify locations of adjacent and/or conflicting utilities
sufficiently in advance of the construction process to provide adequate clearances. The Contractor shall take all
necessary precautions to protect all services encountered. No payment will be made for utility adjustments.
Should the Contractor damage service lines due to his negligence, the lines shall be repaired and adjusted by the
Contractor at the Contractor's expense.
PAY ITEMS:
TRAFFIC SIGNAL INSTALLATIONS (Base Bid Parts 1, 2, 3. and 41: These bid items consist of New
Signal Installations at the Intersections of Crowley Road (FM 731) / Risinger Road, Dickson Street / Hemphill
Street, Harris Parkway / Oakmont Blvd. and Oakmont Blvd. / Oakmont Trail in accordance with the plans and
specifications. Measurement and payment shall be on the basis of the unit prices bid and shall be total
compensation for furnishing all materials, tools, equipment, labor, and any incidentals necessary to complete
the work.
Traffic signal installation shall be performed with new equipment; some of the major equipment shall be
furnished by the City of Fort Worth. The Contractor shall receive this equipment at the City's warehouse
located at 3409 Harley Ave, or 2500 Brennan Street and transport and install it at the project site. Any salvaged
or unused equipment shall be delivered to the City's warehouse.
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PART E
SPECIFICATIONS
� Tha City of Fort Worth's "Standard Snecifications for Street and Storm Drain Construcfion," will govern this
project, except as modified by the Contract Documents and the plans. A copy of these Standazd Specifications may
� be purchased at the office of the Transportation and Public Works Director, 1000 Throckmorton Street, 2nd Floor,
Municipal Building, Fort Worth, TX 76102.
"Texas Denartment of TransDortation Standard Soeciircations for Construction ofHi�hways. Streets and Brid�es ",
Qlatest edition, are also referenced by the plans and Contract Documents for signal installations.
"Standard Snecifcations for Public Works Construction", latest edition, as published by the North Central Texas
D Council of Governments (NCTCOG) shall cover any remaining items not included by the Fort Worth or TxDOT
Standard Specifications or modified specifically by the plans or Contract Documents.
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PART E (Con't.)
INDEX OF SPECIFICATIONS FOR INSTALLATION OF TRAFFIC SIGNALS
1.0
2.0
3.0
4.0
5.0
6.0
7.0
8.0
9.0
10.0
11.0
12.0
13.0
14.0
15.0
ELECTRICAL SERVICE
CONDUIT
CABLE �
GROUNDING
VEHICLE LOOP DETECTOR
CONCRETE FOUNDATIONS FOR SIGNAL STRUCTURES
SIGNAL HEADS
SAMPLING AND TESTING
WARRANTIES / GUARANTEES
TRAFFIC SIGNAL MAINTENANCE DURING CONSTRUCTION
MEASUREMENT AND PAYMENT
EXPERIENCE AND QUALIFICATIONS
SIDEWALK RAMPS �
INSTALLATION OF TRAFFIC SIGNALS MISCELLANEOUS
SPECIFICATIONS FOR L.E.D. TRAFFIC SIGNAL LAMP UNITS
Page 1 of 14
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� 1.0 ELECTRICAL SERVICE
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1.1 The contractor shall furnish and install conduit and wire from pull boxes or signal
foundations for AC service as shown on plans and as required by the Power
Company for traffic signal controllers and street lighting (if required). The
Contractor shall coordinate and verify exact requirements for conduit and wire
with the Power Company before any work is started. Installation of conduit and
wire to the Power Company vaults shall be per the Power Company
specifications.
1.2 Service item shall consist of all components to provide a fully functional service
location, including all wire, pole, meter and breaker box. The only service
conduit paid separately from this bid item is the length from the service pole to
the cabinet.
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2.1
CONDUIT
New Conduit
2.1.1 Unless otherwise shown on plans, all conductors shall be in conduit except when
in metal poles. All conduit and fittings shall be of the sizes and types shown on
the plans. Each section of conduit shall bear evidence of approval by
Underwriter's Laboratories. Rigid metal conduit shall be steel, hot-dipped
galvanized inside and outside. PVC conduit shall be Schedule 40 and meet the
requirements of NEMA Standard TC-2, UL 651, and the NEC.
Q 2.1.2 Conduit terminating in pole bases or pedestal bases shall not extend vertically
more than 3 inches above the concrete foundation. Field bends in rigid metal
conduit shall have a minimum radius of 12 diameters of the nominal size of the
� conduit. Copper clad ground rods in signal bases shall not extend vertically more
than 3 inches above the concrete foundation.
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2.1.3 Each length of galvanized rigid metal conduit, where used, shall be reamed and
threaded on each end and couplings shall be made up tight. White-lead paint or
equal shall be used on threads of all joints. Metal conduit and fittings shall have
the burrs and rough places smoothed. Where the coating on a metal conduit run
has been damaged in handling or installation, such damaged parts shall be
thoroughly painted with rust preventive paint. PVC conduit shall be joined by
solvent-weld method in accordance with the conduit manufacturer's
recommendations. All couplings and connections shall be tight and waterproof.
2.1.4 Ends of conduits shall be capped or plugged until the installation of wire. No
reducer couplings shall be used unless specifically,indicated on the plans.
Page 2 of 14
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2.1.5 The conduits shall be placed in an open trench at a minimum 24 inches depth
below the curb grade in the sidewalk areas, � or 18 inches below the finished
street grade in the street areas.
2.1.6 All conduit, which is to be placed under existing pavement, sidewalks, and
driveways, shall be placed by first providing a void through which the PVC
conduit shall be inserted. The use of dry-boring equipment is acceptable. Pits for
boring shall not be closer than 2�feet to the back of the curb or the outside edge
of the shoulder unless otherwise directed by the City. This operation shall not
interFere with the operation of street, highway, or other facility, and shall not
weaken or damage embankment structure, or pavement. The boring operation
shall provide a maximum one inch overcut for the conduit to be placed, and use
of water or other fluids in connection with the boring operation will be permitted
only to the extent to lubricate cuttings.
2.1.7 Backfill for all excavations shall be tamped with mechanical tamps in six inch (6")
layers to the density of the surrounding ground (95% standard proctor, 0 to +3%
optimum moisture). � .
2.2 Existina Conduit
2.2.1 Prior to pulling cable in existing underground conduit to be reused in the system,
the conduit shall be cleaned with a mandrel or cylindrical wire brush and blown
out with compressed air. If conduit appears to be blocked, the contractor shall
make an attempt to clear the conduit by rodding. (The Contractor will not receive
extra compensation for rodding).
2.2.2 Where existing conduit is found to be unusable (conduit has collapsed or the
cable is unable to be pulled from the existing conduit), the Contractor shall, upon
approval by the Engineer, install new rigid metal or PVC conduit.
3.0 CABLE
3.1 General
� 3.1.1 All cable will be considered subsidiary to the contract with the exception of the 16
conductor cable, 8 conductor cable, 4 conductor cable, #6 triplex cable, and the
loop detector lead-in cable.
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3.1.2 The cables shall be installed in the conduit. The conduit must be continuous,
reasonably dry, completely free of debris, and without sharp projections, edges or
short bends. If so required by the Engineer, the Contractor shall demonstrate
that the conduit is dry and free of debris by pulling a swab and/or mandrel
through the conduit. The conductors shall be installed in such a manner and by
such methods so as to insure against harmful stretching of the conductors or
damage to the insulation. Installation methods shall conform to the
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recommendations of the cable manufacturer. The Contractor shall furnish at
least two copies of the manufacturer's recommendations, which includes:
methods of attaching pull cable, pulling tension per conductor size and per radius
of conduit bend, and the type of lubricant to be used.
3.1.3 All cables in a given conduit run shall be pulled at the same time and the
conductors shall be assembled to form one loop in such a manner that the pulling
tension is distributed to all the cables. Long, hard pulls will necessitate the use of
pulling eyes. For short runs, the cables may be gripped directly by the
conductors by forming them into a loop to which the pull wire or rope can be
attached. The insulation on each conductor shall be removed before the loop is
formed. The method used will depend on the anticipated maximum pulling
tension in each case.
3.1.4 In many instances, existing conduits which contain signal cable are to be used
for the installation of new cables. In such locations, where new cables are to
replace all existing cables, the existing cables may be used to pull in the new
cables. At locations where new cables are to be added to existing cable runs,
the existing cables shall first be pulled out, then replaced, adding the new cables
to the existing cables to form one cable pull. Installation shall be done in such a
way as to prevent damage to the existing and/or new cables. In the event of
damage, the Contractor shall bear the responsibility of material and labor for
replacement of defective cables.
3.1.5 The manufacturer's recommended maximum pulling tensions shall not be
exceeded under any circumstances. If so required by the Engineer, the
Contractor shall insert a dynamometer in the pull wire as the cables are being
pulled into the conduit to demonstrate that the maximum tensions are not being
exceeded. The cable shall be fed freely off the reel into the conduit without
making a reverse curve. At the pulling end, the pull wire and cables shall be
drawn from the conduit in direct line with the conduit. Sheaves or other suitable
devices shall be used as required to reduce any hazards to the cable during
installation. The cables shall be adequately lubricated to reduce friction and
further minimize possible damage. Such lubricants shall not be the grease or oil
type used on lead sheathed cables, but shall be one of several commercially
available wire pulling compounds that are suitable for PVC sheathed cables.
They shall consist of soap, talc, mica, or similar materials and shall be designed
to have no deleterious effect on the cables being used.
3.1.6 The cables shall be neatly trained to their destinations in manholes, cabinets,
pole bases, pull boxes, and all other terminations. The cable manufacturer's
recommended values for the minimum bending radii to which cables may be bent
for permanent training during installation shall be adhered to. These limits do not
apply to conduit bends, sheaves or other curved surfaces around which these
cables may be pulled under tension while being installed. Larger radius bends
are required for such conditions. ��
Page 4 of 14
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D3.2 Wire and Cable
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3.2.1 All wire and cable shall be IMSA rated and conform to the requirements shown
on the plans, except wire and cable specifically covered by other items of this
contract. Electrical conductors shall be annealed copper. The minimum size of
conductors shall be as indicated on the plans. All insulated conductors for 120
VAC circuits shall be rated for 600 volts and marked in accordance with UL and
NEC requirements. All power common wires shall have white insulation and the
power positive shall have black insulation.
3.2.2 Multiconductor signal cable shall meet the requirements of IMSA 20-1
(polyethylene jacket, 600V rating, straight lay).
3.2.3 Loop detector lead-in cable shall be a single four (4) conductor No. 18 AWG, jell-
filled, shielded cable. One (1) cable shall service each loop where practical.
3.3 Controller Cabinet Wrina
3.3.1 Wiring to the controller shall consist of connecting: (1) wires to signals, (2) wires
to detectors, (3) the power wires, (4) the ground wires, (5) the pedestrian push-
button wires, (6) the Opticom wires, and (7) the coax interconnect wires. At the
controller cabinet, the stranded conductors from the field shall be stripped back
and insulated with solderless lugs crimped to wire. These "lugs" shall be inserted
under the binder head screw and tightened securely.
3.3.2 All field wiring in cabinets shall be neatly installed. Incoming cables shall be
trained to their destination and neatly laced together. All spare wires shall be
trimmed, and neatly coiled with the ends taped. Detector lead-in cables shall
have their insulation jackets removed from the terminal strip connection
unsheathed to the bottom of the cabinet, and have the ground wires tied together
in the bottom of the cabinet.
3.3.3 Pedestrian push buttons shall have a common ground wire that is completely
isolated and independent from all other ground wires. This wire shall be
connected to the designated terminal in the controller cabinet.
3.4 Sianal Head Wirina
3.4.1 Wiring for the signal head shall consist of connecting the pigtail in each signal
section to the common terminal block in each signal face. All conductors running
from any terminal points located in the pole or transformer base to the signal-
head terminal shall be No.14 AWG solid multiconductor cable.
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3.5 Terminals
3.5.1 Except for controllers, the ends of all stranded wires which are to be attached to
terminal posts shall be provided with solderless terminal lugs that meet the
requirements of the National Electrical Code. Terminal lugs on solid wires are
prohibited.
3.5.2 All wires terminating in pedestal bases and pole bases shall be connected using
"wire nuts" and electrical tape. Terminal barrier strips are not allowed.
3.6 Splices
3.6.1 Splices inside conduit runs and in loop detector wire are absolutely prohibited.
Except for detector lead-in cables, all splices shall be made above ground.
Splices in pull boxes are prohibited unless specific written permission has been
issued by the Engineer.
3.6.2 Splicing methods shall be in accordance with good electrical practice and the
cable manufacturer's recommendations. All rnaterials used shall be high quality
and specifically intended for these purposes. The cables shall be trained to their
final position and cut to proper lengths. The jacket and insulation shafl be
removed as required. In doing this, use proper care to insure against nicking the
conductors. The connector shall be installed tightly and all burrs, rough edges,
etc. shall be removed. If required in the plans or by the City, the connection also
shall be soldered. Heat shall be applied by use of hot solder. Heating the
connection with a direct flame will not be permitted. Care shall be used to protect
the insulation when soldering. The entire surFace shall be cleaned taking special
care in cleaning the outside jacket in order to remove the wax finish. Before the
first layer of tape is wrapped, the entire area shall be coated with an electric
grade rubber cement. After this solvent has dried, the connection shall be
insulated with electrical grade rubber splicing compound tape to proper
thickness. This tape requires a pressure and temperature in service to complete
its vulcanizing process and thus be stretched to 2/3 width when applied. The
completed splice shall be covered with a half-lap layer of vinyl plastic electrical
tape. This wrapping shall be smooth but the tape shall not be stretched more
than necessary.
3.7 Enclosed Wirina
0 3.7.1 All cables and signal conductor wire above the ground surface shall be enclosed
in approved metal conduit up to but no closer than one foot of the lowest power
o conductor. Power-tap lines carried down poles shall be placed in rigid metal
conduit.
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Q3.8 Identification of Sianal Wires
3.8.1 IMSA color coded signal cable shall be used. Colors shall be continuous from
� the point of origin to the point of termination. Splices will be permitted only if
approved by the Engineer and the same colors are spliced.
� 3.8.2 Detector lead-in cables shall be clearly identified by use of plastic tags. For
example: Phase 2-3.
a4.0 GROUNDING
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4.1 There shall be a properly installed and connected ground rod for each controller
cabinet, power drop, and pole foundation to reduce any extraneous voltage to a
safe level. The ground rod sfiall be located so as to minimize the length of the
grounding-conductor run. All grounding circuits shall be substantial and
permanent and shall be electrically continuous with an ohms-to-ground
resistance not to exceed 10 ohms when tested by volt-ohm-meter.
O4.2 Groundina Connectors and Electrodes
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4.2.1 The grounding conductor shall be a No. 8 AWG solid copper wire. The conductor
shall be bonded to ground rods. Ground rod electrodes shall be solid copper-
bonded steel being at least 5/8 inch in diameter and shall be driven into the
ground to a depth sufficient to provide the required resistance between
electrodes and ground (10 ohms). All ground rods shall be a minimum of six feet
long. When the location precludes driving a single ground rod to a depth of six
feet or when a multiple ground rod matrix is used to obtain the required
resistance to ground, ground rods shall be spaced at least six feet apart and
bonded by a minimum No. 8 AWG copper wire. Connection of grounding circuits
to grounding electrodes shall be by devices which will ensure a positive, fail-safe
grip between the conductor and the electrode (such as lugs or pressure
connectors). No splice joint will be permitted in the grounding conductor.
� 5.0 VEHICLE LOOP DETECTOR
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5.1 This section specifies the Contractor's responsibility for the loop and lead-in
installation for vehicle loop detectors. It is required that all work related to the
installation of a particular loop, with the exception of the layout task, shall be
completed in the same work day. Loop installation work shall be perFormed
during off-peak traffic hours. Loop installation shall not be made during any type
of precipitation or when pavement is wet from landscape irrigation systems.
5.2 The installation of loop detectors shall occur as shown in the Plans. The lead-in
saw cuts from the street to the pull box shall maintain a minimum separation from
other loops of one (1) foot. The saw cut depth, as specified in the plans, shall be
consistent, including the entry point into the curb. The maximum number of wires
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placed in a single saw slot shall be four (4) wires. All wires in saw slots shall be
a minimum of one inch (1") below the street level grade. The loop wire shall be
held in the slot by nonmetallic retainers to prevent it from floating in the sealant.
The retainers shall be placed every 2 feet or closer. Loops in adjacent lanes
shall be formed of loop wires having different color insulation. No two (2) loops
on the same street leg and entering the same pull box shall have the same color
insulation unless more than four loops must be accommodated.
5.3 The Contractor shall furnish the sealing compound for the loop detectors at his
expense. Samples of the sealant and methods for sealant installation shall be
submitted to the Engineer for his approval before any detector installation may
begin. Prior to pouring the sealant, the loop shall be checked in the ground box
for continuity and resistance. Series resistance shall not be more than 10 ohms.
Loop sealant shall completely fill the saw cut, but shall not be more than three
inches (3") in width on the street surFace. The Contractor shall be required, at his
expense, to remove all excess seafant, otherwise the loop will not be considered
as a completed item.
5.4 Detector lead-in cables shall be run continuously without splices from the
curbside pull box to the controller. The Engineer shall pre-approve any splice in
detector lead-in cables. Splices shall be solder connected (including the ground
wire) and the splice connection shall be insulated and waterproofed with
scotchcoated materials.
0 5.5
Q 6.0
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Loops shall be centered in their respective lanes, unless otherwise noted.
CONCRETE FOUNDATIONS FOR SiGNAL STRUCTURES
6.1 Concrete foundations for signal structures shall be located so that the pole is a
minimum of finro (2) feet from the face of curb. The Contractor shall probe before
excavating foundations to determine the location of utilities and structures.
Foundations shall be paid for once, regardless of extra work caused by
obstructions. The Contractor shall furnish all supplementary items necessary for
its proper installation.
6.2 Excavation for all required foundations shall be done in accordance with lines
and depths indicated on the plans. All loose material shall be removed from the
excavation before the concrete is placed. Any water shall be removed by
pumping or bailing. The use of explosives will not be permitted.
6.3 Foundations shall be constructed to the dimensions shown on the plans or as
directed by the City. The Contractor shall be required to insure that the top of the
finished foundation is exactly level and formed. Anchor bolts and conduits shall
be held rigidly in place by template until the concrete is set. A mechanical
vibrator shall be used for compacting and working the concrete. After the
concrete has been placed and the top struck off, it shall be covered with wet
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cotton or burlap mats, for nof less than ninety-six hours. All bracing and
templates for anchor bolts shall remain in place for ninety-six (96) hours after the
concrete is poured. During that time, the anchor bolts and conduit shall not be
subjected to any applied strain. The Contractor shall furnish the City a level for
the purpose of inspecting the foundation. A signal pole shall not be installed on
any foundations until approval has been given by the Engineer.
6.4 Backfill shall be tamped with mechanical tamps in 6-inch layers to the density of
the surrounding ground. Where excavation is made in the surfaced shoulder, the
shoulder shall be replaced with material equal to the original composition.
6.5 All excavated material not required for backfill shall be promptly removed and
adisposed of by the Contractor outside the limits of the project. The work site shall
be kept clean and neat at all times.
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6.6 No concrete shall be placed when the atmospheric temperature is at or below 40
degrees F. (taken in shade away from artificial heat) unless permission to do so
is given by the Engineer.
7.0 SIGNAL HEADS
7.1 The Contractor shall be required to assemble all signal head units as specified in
the plans or as directed by the Engineer. Signal heads shall be furnished
complete with all lenses, reflectors, lamp sockets, visors, mounting hardware,
brackets, and lamps.
O7.2 The Contractor shall mount the signal heads within standards level and plumb.
7.3 All signal heads or parts of heads not in operation shall be covered with burlap or
D other approved cover until placed into operation. When the signal heads become
operational, all existing heads no longer required shall be removed immediately.
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7.4 All mast arm heads installed shall require ASTRO-BRAC mounting. The
Contractor shall be required to drill the mast arm at the point where the wire
enters the mast arm. No Alternate signal head mounting hardware will be
acceptable by the City.
7.5 All pipework in each signal head assembly shall be completely tight. Signal and
pedestrian heads shall be securely tightened immediately after signal head
assembly has been installed. If any signal head assembly is found to be loose or
asymmetrical in any manner, the Contractor shall be required to remove and
rebuild the signal head assembly to the satisfaction of the City.
7.6 The housing and doors of the signal head shall be made of die cast aluminum
� alloy in accordance with A.S.T.M. Specifrcation B85-57T. Sandcast aluminum
alloy shall be used for other parts of the signal head if in accordance with
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A.S.T.M. Specification B26-57T. The visors shall be fabricated from aluminum
sheet conforming to the A.S.T.M. Specification B-209-57T. All miscellaneous
parts such as hinge pins, lens clips, locking devices, etc. shall be made of a non-
corrosive material.
7.7 The housing of the signal heads shall be of the sectional type allowing for
interchangeability. All exterior mating surfaces shall be flat to assure waterproof
and dust-proof assembly of sections. The top and bottom of the sections will
have an opening approximately finro (2) inches in diameter to permit the entrance
of one and a half (1-'/2) inch pipe nipples. Each section shall have serrated
openings or equivalent, for providing a positive and locked positioning of signal
sections when used with serrated mast arm or span wire fittings.
7.8 The door and lens housing shall be equipped with a watertight and dust-tight
molded neoprene gasket. The door of each signal section shall be attached to
the housing in a watertight and dust-proof manner. Non-corrosive hinge pins and
two (2) wing screws will be furnished on each door for opening and closing
without the use of special tools. These hinges and screws shall be of such
design as to allow even gasket pressure.
Q 7.9 Each signal head section shall be furnished with a detachable tunnel visor unless
otherwise specified. Visors shall be a minimum of eleven (11) inches in length
for twelve (12) inch signals and a minimum of eight (8) inches in length for eight
� (8) inch signals. Visors shall be attached to the door assemblies in a manner
which facilitates field removal and installation.
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7.10 Traffic signal refractors or lenses shall be furnished in the standard Red, Amber
and Green configuration as specified by the Texas Manual On Uniform Traffic
Control Devices. 1980. All lenses shall be designed and constructed to meet or
exceed the color and light distribution specifications established by the Institute
of Traffic Engineers (ITE Report #1) and the American Standards Association
(No. 10.1-1958 UDC 656.057).
7.11 Lenses shall be constructed of glass and capable of withstanding continuous
illumination with a 150 watt lamp in twelve (12) inch signals and a 67 watt lamp in
eight (8) inch signals. A clear, durable and unmistakable marking shall be
provided on each lens as to its proper orientation (top or bottom).
D 7.12 Traffic signal reflectors shall be a one piece, spun aluminum, assembly treated
with an ALZAK process. Reflectors shall be mounted either on the door or
housing of the signal section in a manner that will facilitate lamp replacement.
n The reflector shall conform to the requirements of the Institute of Traffic
tJ Engineers Report #1.
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7.13 The lamp sockets shall be constructed with heat resisting material and designed
to hold a traffic signal lamp with a Type A-21 base. The receptacle shall securely
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hold the lamp center at the focal point of the reflector. Pig-tail leads shall be
provided from the socket to the terminal block provided within the signal head.
� 7.14 A terminal block shall be provided with each signal head for facilitating field
wiring. The pig-tail leads from the lamp receptacles shall be connected to the
terminal block. Each terminal block will be at least a six (6) position, finrelve (12)
aterminal strip securely fastened at both ends to the signal housing.
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7.15 All traffic signal heads shall conform to the requirements of the Texas Manual On
Uniform Control Devices. 1980 in color and arrangement. The housing and
outside surface of the visors shall be "Federal Yellow" in color. The inside surface
of visors shall be a"Dull" or "Flat-black" color. If die cast aluminum heads are
furnished, the outside surface shall have a minimum of two (2) coats of baked
chrome yellow enamel (TT-C-595E1310), Munsell notation O.YP 47/15/3, per
FAA Specification L-802-B and ASTM D 1535.
8.0 SAMPLING AND TESTING
8.1 The failure of the proper authority to make any test of materials shall in no way
relieve the Contractor of his responsibility of furnishing materials conforming to
the specifications.
8.2 Tests, unless otherwise specified, shall be made in accordance with the latest
methods of the American Society for Testing and Materials. The Contractor shall
provide such facilities, as the Engineer may require, for the collecting and
forwarding of samples and shall not use the materials represented by the
samples until tests have been made. The Contractor shall furnish adequate
samples without charge.
� 8.3 If requested, the Contractor shall submit a sample of the traffic signal equipment
for inspection and evaluation.
� 8.4 Concrete
8.4.1 All concrete materials, reinforcing steel, and preparation shall be in accordance
D with the requirements of the Standard Specifications for Street and Storm Drain
Construction.
� 8.5 Vehicle Loop Detectors
8.5.1 Prior to termination of the shielded, twisted pair loop lead-in cables at the
a controller cabinet, insulation tests shall be made with an insulation test set
applying not less than 500 volts D.C. to the completed loop detector. A minimum
resistance of 50 megaohms shall be obtained.
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8.5.2 After the above insulation tests are completed and the lead-in cable has been
terminated in the cabinet, the Contractor shall assist the City in determining the
loop inductance of each loop detector installation. The Contractor shall furnish a
loop detector analyzer which shall determine the total inductance of the loop in
the pavement and the associated lead-in cable and shall also be used in
determining the percentage shift in loop inductance for various size vehicles that
may be actuating the detector.
8.6 Sianal Cables
8.6.1 All cables shall be checked for insulation resistance upon installation and prior to
termination. The tests shall be made with a test set operating at a minimum of
500 volts D.C. applied to the conductors.
8.6.2 Each conductor in the multiconductor signal cables shall be tested for insulation
� resistance relative to each other and to the outer covering ' of the cable. The
minimum acceptable value for insulation resistance shall be 50 megaohms.
a9.0 WARRANTIES / GUARANTEES
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9.1 The Contractor guarantees all work performed and materials furnished under this
project for a period of twelve (12) months following the date of acceptance. In
addition, he shall furnish any normal manufacturer warranties with effective
beginning dates the same as the date of final project acceptance.
10.0 TRAFFIC SIGNAL MAINTENANCE DURING CONSTRUCTION
10.1 While perForming work under this contract, Contractor bears the sole risk of loss
for damage to or destruction of any traffic signal equipment or other nearby
equipment that were not to be replaced or installed under this contract but which
are damaged or destroyed through the fault or negligent act of Contractor, and
Contractor shall replace such damaged or destroyed equipment, etc., at no cost
to the authority, regardless of whether or not the damaged or destroyed
equipment, etc., was a part of this contract or any warranties under this contract.
Upon written acceptance by the authority of a particular intersection of work,
Contractor's responsibility for the intersection under this paragraph shall cease.
10.2 The Contractor shall provide, at his expense, temporary signal cable systems
and signals mounted on the span wires, mast arms, portable bases, or other
locations as necessary during the project to insure that signal head displays are
always in operation. All such temporary signals shall be finished in appearance,
meet the requirements of the Texas Manual on Uniform Traffic Control Devices
(TMUTCD), and be approved by the City.
10.3 The Contractor shall utilize qualified personnel to respond to trouble calls and to
repair any malfunctions to equipment he supplied. A local telephone number (not
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subject to frequent changes) where trouble calls are to be received on a 24-hour
basis shail be provided to the City by the Contractor. The Contractor's response
to reported trouble calls shall be within a reasonable travel time, but not more
than two (2) hours maximum. Appropriate repairs shall be made within 12 hours.
10.4 It is recognized that the City may continue to make a first response to any trouble
call. Action on such response will, however, be limited to placing the intersection
on flash, replacing load switches or detector amplifiers, erecting temporary
control devices, requesting immediate traffic control by uniformed police officer,
or other such action deemed necessary to provide a safe operation. Such action
will in no way relieve the Contractor of his responsibility of repairing equipment
he supplied.
10.5 The contractor shall be req�ired to provide adequate police traffic control
assistance for planned controller change-outs or any other operational
procedures, when requested by the Engineer. Police assistance shall be
arranged by the Contractor directly, at least twenty-four (24) hours in advance. If
the City discovers that the Contractor has failed to provide adequate police
assistance, the City may order additional assistance. Police traffic control
assistance, for any purpose, shall be the financial responsibility of the Contractor,
regardless of who obtains the assistance.
11.0 MEASUREMENT AND PAYMENT
11.1 The traffic signal installation as indicated on the Plans and as described herein,
when installed, will be measured as a completed installation and payment will be
made at the various contract unit bid prices listed on Bid Schedule Part A, which
price shall be full compensation for furnishing, placing, and testing all materials
and equipment and for all tools, labor, equipment, and incidentals necessary to
complete the work. Portions of the work that have not been approved by
Engineer will not be considered complete, and payment shall be withheld until
the Contractor has corrected the work to the satisfaction of the Engineer.
a 12.0 EXPERIENCE AND QUALIFICATIONS
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12.1 The low bidder shall be required to furnish the City a written assessment of
previous experience in the installation of traffic signal systems. The response
shall include the name and population of the City or area served, Contract name
and/or number, date installed, date of Contract completion, Contract delays and
discrepancies, liquidated damages and the name, address, and phone number of
a specific individual representing the client who is in a position to verify such
experience. The response shall be delivered to the City within ten (10) working
days after bid opening.
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12.2 The Bidder shall also furnish information as required above for each major
subcontractor (i.e., manufacturer or fabrication of traffic signal structures) that
could be active in the project.
13.0 SIDEWALK RAMPS
13.1 Sidewalk ramps shall be in conformance with the details shown on the plans.
The work performed and materials furnished in accordance with this item will be
measured and paid for at the unit price bid for each sidewalk ramp installation
complete in place.
14.0 INSTALLATION OF TRAFFIC SIGNALS MISCELLANEOUS
14.1 This item shall cover incidental work that is essential to the installation of traffic
signals. This includes furnishing, installing and testing the completed installation,
the installation of signs, illumination, controller cabinet wiring termination, and all
labor, tools, equipment, and incidentals necessary to complete the work. The
work performed and materials furnished in accordance with this item will be
measured and paid for at a lump sum price bid for each signal installation
location.
15.0 SPECIFCATIONS FOR L.E.D. TRAFFIC SIGNAL LAMP UNITS
See next page.
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CITY OF FORT WORTH
DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS
SPECIFICATIONS FOR LED TRAFFIC SIGNAL LAMP UNITS
1.0 Purpose:
May 28,1999
This specification describes the minimum acceptable design and performance
requirements for LED (light emitting diode) traffic signal lamp units to be supplied
to the City of Fort Worth, Department of Transportation and Public Works
(hereinafter "City").
1.0.1 The equipment furnished shall conform to these Specifications, Further,
equipment shall conform to the applicable requirements of: the Underwriter's
Laboratory Incorporate (UL); the American Society for Testing and Materials
(ASTM); the American National Standards Institute (ANSI); the National Electrical
Manufacturers Association (NEMA); and other applicable standards and
specifications.
1.0.2 The Contractor shall be required to submit a copy of a test report certified by an
a independent laboratory that the LED traffic signal lamp model submitted meets
I.T.E. Standards for light distribution, chromaticity, and power (consumption,
power factor and harmonic distortion).
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2.0 LED Traffic Sianal Lama Unit.
2.1 General.
2.1.1 The LED traffic signal lamp unit shall be designed to retrofit existing traffic
n signal housings built to ITE Vehicle Traffic Signal Head Standards without
�-j the use of any special tools.
0 2.1.2 Installation of a retrofit replacement LED traffic signal lamp unit into an
� existing signal housing shall only require removal of the existing lens,
reflector, and incandescent lamp; fitting of the new unit securely in the
� housing door, and connecting to existing electrical wiring or terminal block
by means of simple connectors.
� 2.1.3 If proper orientation of the LED unit is required for optimum performance,
prominent and permanent directional marking(s), that is an "UP arrow,"
for correct indexing and orientation shall exist on the unit.
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2.1.4 The manufacturer's name, serial number and date of shipment shall be
permanently marked on the backside of the LED traffic signal lamp unit.
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2.2
CITY OF FORT WORTH
DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS
Phvsical and Mechanical Reauirements.
2.2.1 The LED traffic signal lamp unit shall be a single, self-contained
device, not requiring on-site assembly for installation into an existing
traffic signal housing.
2.2.2 The assembly and manufacturing process for the LED traffic signal
lamp unit assembly shall be such as to assure all internal LED and
electronic components are adequately supported to withstand
mechanical shock and vibration from high winds and other sources.
2.2.3 Each LED traffic signal lamp unit shall comprise a UV stabilized
� polymeric outer shell, multiple LED light sources, a regulated power
supply and a polycarbonate back cover assembled in a silicon sealed
unit. LEDs are to be uniformly coated PC board.
� 2.3 Oatical and Liaht Outaut Reauirements.
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2.3.1 The LEDs shall be manufactured using AIInGAP technology or other
LEDs with low susceptibility to temperature degradation (AIGaAs)
LEDs will not be allowed.
2.3.2 Each LED traffic signal lamp shall meet minimum laboratory light
intensity values, color (chromaticity), and light output distribution as
described in I.T.E. Standards, as shown in Section 11.04 Table 1 and
Section 8.04 Figure 1 of the VTCSH (Vehicle Traffic Control Signal
Head Standard). Each LED traffic signal lamp unit shall meet the
minimum requirements for light output for the entire range from 80 to
135 volts.
2.4 Electrical.
2.4.1 Each unit shall incorporate a regulated power supply engineered to
electrically protect the LEDs and maintain a safe and reliable
operation. The power supply shall provide capacitor filtered DC
regulated current to the LEDs per the LEDs manufacturer's
specification.
2.4.2 The LED traffic signal lamp unit shall operate on a 60 Hz AC line
voltage ranging from 80 volts RMS to 135 volts RMS. The circuitry
shall prevent flickering over this voltage range. Nominal rated voltage
for all measurements shall be 117 volts RMS.
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CITY OF FORT WORTH
DEPARTMENT OF TRANSPORTATION AND PUBLIC WORK
2.4.3 The LED traffic signal lamp unit shall be operationally compatible with
controllers and conflict monitors currently used by the City of Fort
Worth.
2.4.4 The LED lamp unit shall contain a disconnect that will show an open
switch to the conflict monitor when less than 60% of the LEDs in the
unit are operational.
2.4.5 Two captive, color coded, 36 in. long, 600 V, 18 AWG minimum
jacketed wires, conforming to the National Electric Code, rated for
service at +105 C, are to be provided for an electrical connection.
2.4.6
2.4.7
2.4.8
LEDs shall be arranged in no less than five (5) equally loaded circuits.
The LED signal shall operate with a minimum 0.90 power factor.
Total harmonic distortion (current and voltage) induced into an AC
power line by a signal module shall not exceed 20 percent.
2.5 Environmental Requirements.
2.5.1
2.5.2
2.5.3
The LED traffic signal lamp unit shall be rated for use in the ambient
operating temperature range of —40 C to +74 C.
The unit shall be dust and moisture tight to protect all internal LED and
electrical components.
The unit shall consist of a housing that is a sealed watertight enclosure
that eliminates direct contamination and allows for safe handling in all
weather conditions.
2.6 Production Testina Reauirements.
2.6.1 Each new LED traffic signal lamp unit shall be energized for a
� minimum of 24 hours at operating voltage and at a temperature of +60
C in order to cause any electronic infant mortality to occur, and to
ensure electronic component reliability prior to shipment.
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2.6.2 After the burn-in procedure is completed, each LED traffic signal lamp
unit shall be tested by the manufacturer for rated initial intensity at
rated operating voltage.
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CITY OF FORT WORTH
DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS
3.0 Documentation Reauirements.
3.1 Each LED traffic signal lamp unit shall be provided with the following
documentation:
A. Complete and accurate installation wiring guide.
B. Contact name, address, telephone number for the representative,
manufacturer, or distributor for warranty repair.
3.2 One schematic diagram shall be provided for each LED lamp unit,
along with any necessary installation instructions.
4.0 Warrantv.
4.1 The LED traffic signal lamp unit shall be warranted against failure due
to workmanship or material defects within the first five years of field
operation.
4.2 If any one LED circuit should fail, it should be easily identifiable by
visual inspection and replaced or repaired per the warranty.
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SILICONE JOINT SEALING FOR CONCRETE PAVEMENT:
CITY OF FORT WORTH, TEXAS
TRANSPORTATION AND PUBLIC WORKS DEPARTMENT
SPECIFICATION for SILICONE JOINT SEALING
(Revision 1, October 18, 1989)
(Revision 2, May 12, 1994)
a 1. SCOPE
This specification for silicone joint sealing Portland Cement Concrete pavement and curbs shall supersede Item
314.2. (11) "Joint Sealing Materials" of STAND'ARD SPECIFICATIONS FOR STREET AND STORM DRAIN
a CONSTRUCTION - CITY OF FORT WORTH, and Item 2.210 "Joint Sealing" of STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - NORTH TEXAS COUNCIL OF
GOVERNMENTS.
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2. DESCRIPTION
This specification for silicone joint sealing shall apply to, but shall not be limited to, all Portland Cement
Concrete street pavement and curbs.
3. MATERIALS
3.1 The silicone joint sealant shall meet Federal Specification TT-S-001543A for Class A sealant except as
modified by the test requirements of this specification. Before the installation of the joint sealant, the
Contractor shall furnish the Engineer certification by an independent testing laboratory that the silicone
joint sealants meet these requirements.
3.2 The manufacturer of the silicone joint sealant shall have a minimum two-year demonstrated, documented
j'j successful field performance with Portland Cement Concrete pavement silicone joint sealant systems.
UVerifiable documentation shall be submitted to the Engineer. Acetic acid cure sealants shall not be
accepted. The silicone sealant shall be cold applied.
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3.3 Self-LevelinQ Silicone Joint Sealant
The joint sealant shall be Dow Corning 890-SL self-leveling silicone joint sealant as manufactured by Dow
Corning Corporation, Midland, MI 48686-0994, or an approved equal.
Self-Leveline Silicone Joint Sealant for Asnhalt
Test Method
Table III Self-Leveline Joint Sealant
Test
Requirement
As Supplied
****
MIL-S-8802
ASTM D 1475
****
****
****
Non Volatile Content, % min.
Extrusion Rate, grams/minute
Specific Gravity
Skin-Over Time, minutes max.
Cure Time, days
Full Adhesion, days
Silicone Joint Sealant For Concrete Pavement
96 to 99
275 to 550
1.260 to 1.340
60
14 to 21
14to21
Page 1 of 4
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As Cured — After 21 Days at 25°C. (77°F.) and 50% RH
ASTM D 412, Die C Mod. Elongation, % min.
ASTM D 3583 Modulus @ I50% Elongation, PSI
(Sect. 14 Mod.)
ASTM C 719 Movement, 10 cycles @+ 100/-50%
ASTM D 3583 Adhesion to Concrete, % Elongation min.
(Sect. 14 Mod.)
ASTM D 3583 Adhesion to Asphalt, % Elongation min.
(Sect. 14 Mod.)
1400
9
No Failure
600
600
3.4 The joint filler sop shall be of a closed cell expanded polyethylene foam backer rod and polyethylene bond
breaker tape of sufficient size to provide a tight seal. The back rod and breaker tape shall be installed in
the saw-cut joint to prevent the joint sealant from flowing to the bottom of the joint. The backer rod and
breaker tape shall be compatible with the silicone joint sealant and no bond or reaction shall occur between
them. Reference is made to the "Construction Detail" sheet for the various joint details with their
respective dimensions.
4. TIME OF APPLICATION
On newly constructed Portland Cement Concrete pavement, the joints shall be initially saw cut to the required
depth with the proper joint spacing as shown on the "Construction Detail" sheet or as directed by the Engineer
within 12 hours of the pavement placement. (Note that for the "dummy" joints, the initial 1/4-inch width
"green" saw-cut and the "reservoir" saw cut are identical and should be part of the same saw cutting operation.
Immediately after the saw cutting pressure washing shall be applied to flush the concrete slurry from the freshly
saw cut joints.) The pavement shall be allowed to cure for a minimum of seven (7) days. Then the saw cuts for
the joint sealant reservoir shall be made, the joint cleaned, and the joint sealant installed. During the application
of the joint sealant, the weather shall not be inclement and the temperature shall be 40°F. (4°C.) and rising.
5. EQUIPMENT
5.1 The Contractor shall furnish all necessary equipment. The Contractor shall keep his equipment in a
satisfactory working condition and shall be inspected by the Engineer prior to the beginning of the work.
The minimum requirements for construction equipment shall be as follows:
5.2 Concrete Saw: The sawing equipment shall be adequate in size and power to complete the joint sawing to
the required dimensions.
5.3 Hish Pressure Water Pumn: The high pressure cold water pumping system shall be capable of delivering a
sufficient pressure and volume of water to thoroughly flush the concrete slurry from the saw-cut joint.
5.4 Air Compressors: The delivered compressed air shall have a pressure in excess of 90 psi and 120 cfm.
There shall be suitable reaps for the removal of all free water and oil from the compressed air. The blow-
tube shall fir into the saw-cut joint.
5.5 Extrusion Pumn: The output shall be capable of supplying a sufficient volume of sealant to the joint.
5.6 Iniection Tool: This mechanical device shall apply the sealant uniformly into the joint.
5.7 Sandblaster: The design shall be for commercial use with air compressors as specified in Paragraph 5.4.
5.8 Backer Rod Roller and ToolinQ Instrument: These devices shall be clean and free of contamination. They
shall be compatible with the join depth and width requirements.
Silicone Joint Sealant For Concrete Pavement Page 2 of 4
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6. CONSTRUCTION METHODS
6.1 General: The joint reservoir saw cutting, cleaning, bond breaker installation, and joint sealant placement
shall be performed in a continuous sequence of operations
6.2 Sawins Joints: The joints shall be saw-cut to the width and depth as shown on the "Construction Detail"
sheet. The faces of the joints shall be uniform in width and depth along the full length of the joint.
63 Cleanin� Joints: Immediately after sawing, the resulting concrete slurry shall be completely removed from
the joint and adjacent azea by flushing with high-pressure water. The water flushing shall be done in one-
direction to prevent joint contamination.
, When the Contractor elects to saw the joint by the dry method, flushing the joint with high-pressure water
may be deleted. The dust resulting from the sawing shall be removed from the joint by using compressed
air. (Paragraph Rev. 1, October 18, 1989)
After complete drying, the joints shall be sandblasted. The nozzle shall be attached to a mechanical aiming
device so that the sandblast will be directed at an angle of 45 degrees and at a distance of one to two inches
from the face of the joint. Both joint faces shall be sandblasted in separate, one directional passes. Upon
the termination of the sandblasting, the joints shall be blown-out using compressed air. The blow tube
shall fit into the joints.
T'he blown joint shall be checked for residual dust or other contamination. If any dust or contamination is
found, the sandblasting and blowing shall be repeated until the joint is cleaned. Solvents will not be
permitted to remove stains and contamination.
Immediately upon cleaning, the bond breaker and sealant shall be placed in the joint. Open, cleaned joints
shall not be left unsealed overnight.
Bond Breaker Rod and Tane: The bond breaker rod and tae shall be installed in the cleaned joint prior to
the application of the joint sealant in a manner that will produce the required dimensions.
6.4 Joint Sealant: Upon placement of the bond breaker rod and tape, the joint sealant shall be applied using the
mechanical injection tool. The joint sealant application shall not be permitted when the air and pavement
temperature is less than 40F (4C). Joints shall not be sealed unless they are clean and dry.
Unsatisfactorily sealed joints shall be refilled. Excess sealant left on the pavement surface shall be
removed and discarded and shall not be used to seal the joints. The pavement surface shall present a clean
final condition.
Traffic shall not be allowed on the fresh sealant until it becomes tack-free.
Approval of Joints: A representative of the sealant manufacturer shall be present at the job site at the
beginning of the final cleaning and sealing of the joints. He shall demonstrate to the Contractor and the
Engineer the acceptable method for sealant installation. The manufacturer's representative shall approve
the clean, dry joints before the sealing operation commences.
7. WARRANTY
The Contractor shall provide the Engineer a manufacturer's written guarantee on all joint sealing materials. The
manufacturer shall agree to provide any replacement material free of charge to the City. Also, the Contractor
shall provide the Engineer a written warranty on all sealed joints. The Contractor shall agree to replace any
failed joints at no cost to the City. Both warranties shall be for one year after final acceptance of the completed
work by the Engineer.
Silicone Joint Sealant For Concrete Pavement Page 3 of 4
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8. BASIS OF PAYMENT
� No payment will be made for this subsidiary pay item. Contractor shall furnish all materials; prepare, deliver,
and apply sealing materials; and provide all labor, equipment, tools and incidentals necessary to complete the
silicone joint sealing in conformity with the plans 1nd these specifications.
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Silicone Joint Sealant For Concrete Pavement
Page 4 of 4
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PART F
� CERTIFICATE OF INSURANCE
CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW
EXPERIENCE RECORD
a EQUIPMENT SCHEDULE
PERFORMANCE BOND
AND
� PAYMENT BOND
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TEL N0: , . .� ...._...,....,...,.ti152,P02._..._,
�:ERTIFI�A,TE OF Xi�(SCTRA,I1iCE
�a Certificate l�atder: Cnry of Fort �Vorth �
���7atc: Septern�be� 17, 1999
PE•oject l�ame: I�Te�v Slgns�l Inytall�tions:
Cz'otiviey= }2oad (FM 731.) �nd Risi�ber Raad �
H�rr2s JPark�►•fly �nc� Oakmont BouIevard
_�� Clakmdnt$crulev:►rcl ttnd C�akmont`�raii
Prujzct NumbQr: TFW-TE-i99�-op02.
��� �i�iti is to certify that: Stanfie7c� Enterprises, Inc. dba S& J�Le�trYc, Incl
,�rl���,•7: P O Box ]Z�.a16 �
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Fort Worth, Ta 761Z1 '
EXFTiLES
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�� is �t d�. :��tz �:f tl�is certi�cate, insured by tllis company ivith respect to tt�e business qperatians h��einafter described, for the
typ: of inw�ur�i�ce a��d in :�ecordance u=ith the prov�si4ns of the stanJard polieies used b� this �ompany, and further hereinafter
��s4rib� �. Exceptions to standard policy noted on reverse side therebf.
�� Tvve of losuranse
�� � -- PULCCl'NO. Y'�FFECTIVE
` tvprl.ar: Comncns3tiQt1 �TEg22$54�0�+', 2/1/99
�� GU���E�rehenSi�t C,-neral -
L�:,bi'i�y�(,u�ra��;-r TCP822832005 10/1/99
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crca� �t�o� .
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TBA822832105 10/1/99 10/1/00
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LI,��JTS flF L1�IL[iY
EN,IP . LIAB . EA ACi I 500 � 000 GREAT AMER
I7�, I31IrL Q rOL L�"l��
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Each Oteurrer�ce_ 1, 000, 000 CSL
��'���'GENL. GREAT AMER
Fi$��r�= AGGR�i S 2, 000, 000 CSL
Each Occurre ce �
E{�Ch Occurr��CC S
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Each (�crurren�e
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ON SITE
IN TRANSIT
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Each Occurren fr
Bc�dily ynjun
E�ch brcuncn�c
Properry Dam c
E�ch flccurrenCt
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200,000
20.0(,�Q_�iJMBERMENS MTL
g GREAT AriEK.
a1,000,000 CSL
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I.bC<ilturrs ct�vg1�3cj: TEXAS I
liescr���cia:� of' u�rranans covered: ELECTRICAL WIRING � 9I
ThC :tl`,��e r��'i� irr �ither si1 Cht h�dy LYl2l'E0� Or hj' .tP(SY��r1��8 Cn�I6r;cmCnf �i'Ovicic [hur j]��y 171aYltipl �C Ghi�flg�d Of C�3f1tidICtl by i;]C IRSl1iCl'
i�, I��•� than riva (>> �.s;, s�ftar the iiy�uPed hds resei����! writ�zn nocice oisuch chan�e or canceUation�.
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�',i.,;ir .ip���� �t,1e f�r���I i�`�'S Or re+?uiaLi0n5 require qlOfe [fl�in five (�) days aerua! norice af chan�e or canc�llacion to be assured, the abov�
�o! '��: � c0"tfdi' S��L;� special requiremenu, eitl�er ;n th�c bn�y the or b� appr ate cnda emen� there�o attached.
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n,erc: �WNL._RL.�Q. --- • �'�—
"ror[ rk �-tl. W r• SCOTT MILLER �_...,,__ •
Adti�-c-<<. _ 309 W 7TH ST STE 200 FW 761�'e��: VICE PRESIDENT G
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CONTRACTOR COMPLIANCE WITH
WORKER'S COMPENSATION LAW
Pursuant to Article 8308-3.23 of Vernon's Annotated Civil Statutes, Contractor1 Stanfield
Enternrises, Inc. dba S& J Electric. Inc. certifies that it provides worker's compensation
insurance coverage for all of its employees employed on City of Fort Worth project New Si�nal
Installation project number, TPW-TE-1999-0002.
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STATE OF TEXAS
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COUNTY OF TARRANT
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BY: ��'[.e.z.� �.1_
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Title
�c.«$�� g r �' �'9
Date �
BEFORE ME, the undersigned authority, on this day personally appeared
�'�� � w �-� .�'r/�•tF'���—D , known to me to be the
person whose name is subscribed to the foregoing instrument, and acknowledged to me that he
executed the same as the act and deed of
�F�c��s���2�c� �,,,��1`� S�,�i" �;�-r�,�� , for the purposes
and considerations therein expressed and in the capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this C�.C-,�Tr� day of
� rrvF�R , 19 7�c1 .
���.� �.�i,i
� PP P�e�, MARIANPJE MITCHELL
� : * � Notary Public
' p STATE OF TEXAS
y � My Comm. Exp. 08/01/2002
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Notary Public in and for the State of Texas
(a) Contractor agrees to provide to the City a certificate showing that it has obtained a policy
of workers compensation insurance covering each of its employees on the project in compliance
with state law. No Notice to Proceed will be issued until the Contractor has complied with this
section.
(b) Contractor agrees to require each and every subcontractor who will perform work on the
project to provide to it a certificate from such subcontractor stating that the subcontractor has a
policy of workers compensation insurance covering each employee employed on the project.
Contractor will not permit any subcontractor to perform work on the project until such certificate
has been acquired. Contractor sha11 provide a copy of all such certificates to the City.
A:13WORKCOM.FRM
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THE STATE OF TEXAS
COUNTY OF TARRANT
Bond #3101_2.032080993
PERFORMANCE BOND
� KNOW ALL MEN BY
Enternrises, Inc. dba S& J Electric. Inc.
Principal and (3) United States
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NEW SIGNAL INSTALLATIONS:
� CROWLEY ROAD (FM 731) AND RISINGER ROAD
HARRIS PARKWAY AND OAKMONT BOULEVARD
OAKMONT BOULEVARD AND OAKMONT TRAIL
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'THESE PRESENT: That we (1) Stanfield
(2) Comnanv of Texas hereinafter called
Fidelitv & Guarantv 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:
One Hundred Ninetv Three Thousand, Six Hundred Fiftv One Dollars & Fiftv Cents
$193,651.50 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 OBLIGATION is such that Whereas, the Principal entered into a
certain contract with the City of Fort Worth, the Owner, dated the 17th day of Sentember . 1999
, a copy of which is hereto attached and made a part hereof, for the construction of:
designated as Project Number TPW-TE-1999-0002 , a copy of which contract is
hereto attached, referred to, and made a part hereof as fully.and to the same extent as if copies at length
herein, such project and construction being hereinafter refened to as the "work".
NOW THEREFORE, if the Principal shall well, truly and faithfully perform the work in
accordance with the plans, specifcation, and contract document durina the original term thereof, and any
extensions thereof which may be granted by the Owner, with or without notice to the Surety, and if he
shall satisfy all claims and demands incurred under such contract, and shall fully indemnify and save
harmless the Owner from all costs and damages which it may suffer by reason of failure to do so, and
shall reimburse and repay the owner all outlay and expense which the Owner may incur in making good
any default, then this obligation shall be void; otherwise to remain in full force and effect.
PROVIDED FURTI-�R, that if any legal action be filed upon this bond, venue shall lie in
Tarrant County, State of Texas.
AND PROVIDED FURTHER; that the said Surety, for value received, hereby�stipulates and
agrees that no change, extension of time, alteration or addition to the terms of the contract or to the work
to be performed thereunder or the specifications accompanying the same shall in any wise affect its
obligation on this bond, and it does hereby waive notice of any such change, extension of time alteration
A:14PERBOND.FRM
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or addition to the terms of the contract or to the work or to the specificatioris.
IN WITNESS WHEREOF, this instrument is executed in 6 Counterparts each one of which
shall be deemed an origina(, this the 17th day of Sentember . 1999.
Stanfield Enterprises, Inc. dba
S & J Electric, Inc.
Principal (4)
AT ST:
- By: E' � c� �
rincipal) Secr ary � �
'Edith Stanfield/ President
(Printed Name/Title)
(SEAL) •
PO BOX 1 21 51 6 .
• ADDRESS
PO BOX 1138
(Address)
Baltim�re, MD 21203
ATTEST:
� �i!����%�G'�/i�. 1�kJGd �f �
(Surety) Secretary
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(SEAL) .
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Witn��s as Surety
Ft. Worth, TX 76121
. CITY/STATE/ZIP
. United States Fidelity &
Guaranty Company
(Surety)
By: � :� . �
(Attorney-in-Fact) (5)
Debi Moon/Attorney-In-Fact
(Printed Attorney-in-Fact)
Note: Da�e of Bond must no� be prior to date of
Contract
(1 J Correct name of Contractor
(2) A Corporation, a Partnershrp or and
Indivtdual, as case may be
(3) Correct Name�ojSurery
(4) If Conlractor is partnership all Pariners
should execule bond
(S) • A true copy of Power of Altorney sha!( be
at�ached lo boxd by At�orney-in-Fqcf
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A:14PERBOND.FRM
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THE STATE OF TEXAS
aCOUNTY OF TARRANT
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PAYMENT BOND
BOND #31.Q12032080993
BOND NO. 141503264
KNOW ALL MEN BY THESES PRESENTS: That we, Stanfield Enterarises. Inc. dba S& J
Electric, Inc. a corporation of Tarrant County, Texas , hereinafter called
Principal and (3) United States Fidelity & Guaranty 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 frmly 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 persons, firms, and corporations who may furnish materials for, or
perform labor upon, the building or improvements hereinafter referred to in the penal sum of: �
One Hundred Ninetv Three Thousand, Six Hundred Fiftv One Dollars & Fiftv Cents
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$193.651.50 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 bind ourselves, our heirs, executors, administrators
and successors joint(y and severally, firmly by 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 17th day of Sentember .1999,
a copy of which is hereto attached and made a part hereof, for the construction of:
NEW SIGNAL INSTALLATIONS:
CROWLEY ROAD (FM 731) AND RISINGER ROAD
HARRIS PARKWAY AND OAKMONT BOULEVARD
OAKMONT BOULEVARD AND OAKMONT TRAIL
designated as Project Number TPW-TE-1999-0002 copy of which contract 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 "works".
� NOW, THEREFORE, the condition of the obligation is such that, if the Principal shall promptly
make payment to all claimants as defined in Article 5160 of the 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.
THIS 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 al( such claimants shall have a direct right of action under the bond as provided
in Article 5160 of the Revised Civil Statutes. �
PROVI�ED FUR'THER, that if any legal action be fled upon this bond, venue shall lie in
Tarrant County, State of Texas, and that the said Surety, for value received, hereby stipulates and agrees
that no change extension of time, alteration or addition to the terms of the contract or to the work to be
performed thereunder or the specification 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 the specifications.
. �
A:15PAYBOND.FRM
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PROVIDED FURTHER, that no final settlement between the Owner and the Contractor sha(1
abridge the right of any beneficiary hereunder whose claim sha(1 be unsatisfied.
IN WITNESSETH WHEREOF, this instrument is executed in 6 counterparts, each one of which
shall be deemed an original, this the 17th day of Se�tember ,1999.
Stanfield Enterprises, Inc. dba
S & J Electric, Inc.
Principal (4) ,
-�'%I�:lill��� � /I�
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BY: " ��c/( • -
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Edith Stanfield/President
(Printed Name/Title)
PO BOX 121516
ADDRESS
Ft. Worth. TX 76121
' CITY/STATE/ZII'
United States Fidelity &
PO BOX 1138; Baltimore, MD 21203 Guaranty Company
(Address) (Surety)
ATTEST:
��G� C�-�-��
(Surety) Secretary
By: � _ � �
(Attomey-in-Fact) (5)
�
(SEAL)
� G'i ��,,'T' .[J��
Wi ss as to Surety
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Debi Moon/Attorney-In fact
• (Printed Attorney-in-Fact)
Note: Date of Bond must not be prior to date of
Contract
(l) Correc! name of Contractor
(2) A Corporation, a Partnership or and
Ixdividual, as case may be
(3) Correcl Name oJSurety
(4) Ij Contractor is Partnershrp a1! Partners
should execute bond
A:15PAYBOND.FRM
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Unit�d States �idelity and Guaranty Gompany
Power nf Attorney
No. lliis2
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1922246
USF+G'
I�SURANCE
Know all men by these presents: That United States Fdelity and Guaranty Company, a corporation organized and existing under the laws af the State of
Maryland and having its principal o�ce at the Ciry of Baltimore, in the State of Maryland, does hereby constitute and appoint Ch3rles Ray,
Steven L. Thomas, Alan C. Robinson and Debi Moon
of the City of The Colony , State of Texas its vue and Iawful Attorney(s►-in-Fact, each in their separate capacity if more than one 's
named above, tD sign its name as surety to, and to execute, seal and acknowledge arn/ and alI bonds, undertakings, contracts and other written instruments in the na�ure
thereof on behzlf of the Comparry in iu business of guaranteeing the fidelity of persons: guarenteeing the pedarmance of contracts; and executing or guaranceeing
bonds and undenakings required or permitted in arry actions ar proceedings allowed by law. '
In Wmess Whereof, the said United Sates Fidelity and Guaranty Compaay, has caused this instrument to be sealed with its corporate seal, duly attested
by the signatures of its Assistant �ce President and Assiscant Corporate Secretary, this 13th day of January .A•�• �999 .
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State of Maryiand )
Bahimore Ciry
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U�ited States ideli and uare�ny Company
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Assistan: �ce President
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`\r�s istant Corporate Secretary
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On this 13th day of January . A0.19 �, before m p�s� n Ily came Michaet�t�egan. Assistani Assistant Vice President of Unaed
States Fdelity and Guaranty Campany, and Michael Mc ib e�ssistant Corporate �retary of said Co�an ,�nth boch of whom I am personally acquainced, who
being by me severally duly sworn, said, that they, th � �'chael Keegan ,� ichael McKibben spectively the Assistant Vice President and the Assistant
Corporate Secretary of the said United States Fidelii�n'� Guara�ny Co g3hy, e corporation e�c�n and which executed the foregoing Power of Attorney: that
they each knew the seal of said corpo�ation: that`�ie seal affixedJ� a wer of Attom slsuch corporate seal, that it was so affixed by order of the Board of
Directors of said wrporation, and that they signed their names th�"r'e�a like order t�Vice President and Assis:ant Corporate Secretary, respectively, of the
Campany. � � �
My Commission expires the 13th �a�f Ju �� 2002.
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&`' � (Signedl By..... ...._.._._......._.._.-,/•..�t..:t��._..__... ... ..�u�k-�t��_..
� N°� r� � ' Notary Public
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This Power of Attorney is granted under and by authoriry of the following Resolutions adopted by the Board of Directors of the United States Fdelity and
Guarartty Campany, September 24, 1992:
Resolved, that in connection with the fidelity and surety insurance business of the Campany, all bonds, undertakings, contracts and other instruments relating
to uid business maytie signed, executed, and acknowledged by persons or entities appointed as Attorney(sj-in-Fact pursuant to a Power of Attomey issued in
accordance with these resolutions. Said Power(s) of Attorney for and on behalf of the Comparry may and shall be executed in the name and on behalf of the Company,
either by the Chairman, or the President, or an Executive Vice President, or a Senior Vice President, or a�ce President, or an Assistant Vice President, jointly with the
Secretary or an Assistant Corporate Seaetary, under their respective designations. The signawre of such offices may be engraved. printed or lithographed. The
signature of each of the faregoing officers and the seal of the Comparry may be affixed by facsimile to arry Power of Attarney or to arry certificate relating thereto
appointing Attorney(sl-in-Fact for purposes anly of executing and attesting bonds and undertakings and other writings obligatory in the nature thereaf, and subjea to any
limitations set forth therein, any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Comparry and
any such power so executed and certified by such facsimile signature and faaimile seal shall 6e valid and binding upon the comparry with respect to any bond or
undertaking to which it isvalidly atWched.
Resolved, That Attorneylsl-in-Fact shall have the power and authoriry, and, in any case, subject to the terms and limitations of the Power of Attorney issued
to them, to execute and deliver on behalf of the Company and to attach the seal of the Comparry to any and all bonds and undertakings, and other writings obligatory in
the nature thereof, and arry such instrument executed by such Attorney(s1-in-Fact shall be as binding upon the company as 'rf signed by an Executive Officer and sealed
and attested to by the Secretary of the Comparry.
I, Michael McKibben, an Assistant Corporate Secretary of the United States Fidelity and Guaranty Company, do hereby certify that the foregoing are true
excerpts from the Resolutions of the said Company as adopted by its Board of �irectors on September 14, 1992 and that these Resolutions are in full force and effect.
l the undersigned Assistant Corporate Secretary of the United States fide(ity and Guaranty Company do hereby certify tk�at the foregoing Power of
Attorney is in full force and effect and has not been revoked. ' '
In Testimorry Whereof, I have hereunto s�t my hand and ihe seal of the United States Fidelity and Guarenty Company,
on this 1 7th day of Sep�te � 19 9 - �
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THE STATE OF TEXAS
COUNTY OF TARRANT
CITY OF FORT WORTH, TEXAS
CONTRACT
KNOW ALL MEN BY THESE PRESENTS:
THIS agreement made and entered into this the 17t'' day of September � 1999 by
and between the CITY OF FORT WORTH, a municipal corporation of Tarrant County, Texas,
organized and existing under and by virtue of a special charter adopted by the qualified voters within
said City on the 11th day of December, A.D., 1924, under the authority (vested in said voters by the
"Home Rule" provision) of the Constitution of Texas, and in accordance with a resolution duly passed
at a regular meeting of the City Council of said city, and the City of Fort Worth being hereinafter
termed Owner, and Stanfield Enterprises. Inc. dba S& J Electric Inc. HEREINAFTER
CALLED Contractor.
WITNESSETH: That said parties have agreed as follows:
1.
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That far and in consideration of the payments and agreements hereinafter mentioned to be
made and performed by the Owner, and under the conditions expressed in the bond bearing even
date herewith, the said Contractor hereby agrees with the said Owner to commence and complete
the construction of certain improvements described as follows:
� Designated as project number,
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TPW-TE-1999-0002.
2.
That the work herein contemplated shall consist of furnishing as an independent contractor all
�labor, tools, appliances and materials necessary for the construction and completion of said project in
accordance with all the Plans, Specifications and Contract Documents prepared by the
Transportation and Public Works Department of the City of Fort Worth adopted by the City Council of
�the City of Fort Worth, which Plans, Specifications and Contract Documents are hereto attached and
made a part of this contract the same as if written herein.
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3.
The Contractor hereby agrees and binds himself to commence the construction of said work
awithin ten (10) days after being notified in writing to do so by the Transportation and Public Works
Department of the City of Fort Worth.
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The Contractor hereby agrees to prosecute said work virith reasonable diligence after the
commencement thereof and to fully complete and finish the same ready for the inspection and
approval of the Transportation and Public Works Department of the City of Fort Worth and the City
Council of the City of Fort Worth within a period of Seveniv (701 working days.
If the Contractor should fail to complete the work as set forth in the Plans, Specifications and
Contract Documents within the time so stipulated, plus any additional time allowed as provided in the
General Conditions, there shall be deducted from any monies due or which may thereafter become
due him, the sum of $ 210.00 per working day, not as a penalty but as liquidated damages,
the Contractor and his Surety shall be liable to the Owner for such deficiency.
5.
Should the Contractor fail to begin the work herein provided for within the time herein fixed or
to carry on and complete the same according to the true meaning of the intent and terms of said
Plans, Specifications and Contract Documents, then the Owner shall have the right to either demand
the surety to take over the work and complete the same in accordance with the Contract Documents
or to take charge of and complete the work in such a manner as it may deem proper, and if, in the
completion thereof, the cost to the said City shall exceed the contract price or prices set forth in the
said Plans and Specifications made a part hereof, the Contractor and/or its Surety shall pay said City
on demand in writing, setting forth and specifying an itemized statement of the total cost thereof, said
excess cost.
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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 anv such iniurv, damaqe or death is caused. in whole or in Aari: bv fhe
nealiqence or alleaed nealiqence of Owner, its officers. servants, or emplovees. Contractor
likewise covenants and agrees to indemnify and hold harmless the Owner from and against any and
all injuries to Owner's officers, servants and employees and any damage, loss or destruction to
property of the Owner arising from the perFormance of any of the terms and conditions of this
Contract, whether or not anv such injury or damaae is caused in whole or in part bv the
neqliqence or alleaed nealiqence of Owner, its officers, servants or emplovees..
In the event Owner receives a written claim for damages against the Contractor or its subcontractors
prior to final payment, final payment shall not be made until Contractor either (a) submits to Owner
satisfactory evidence that the claim has been settled and/or a release from the claimant involved, or
(b) provides Owner with a letter from Contractor's liability insurance carrier that the claim has been
referred to the insurance carrier.
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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.
7.
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The Contractor agrees, on the execution of this Contract, and before beginning work, to make,
execute and deliver to said City of Fort Worth good and sufficient surety bonds for the faithful
perFormance of the terms and stipulations of the Contract and for the payment to all claimants for
labor and/or materials furnished in the prosecution of the work, such bonds being as provided and
required in Article 5160 of the Revised Civil Statutes of Texas, as amended, in the form included in
the Contract Documents, and such bonds shall be One Hundred Percent (100%) of the total contract
price, and the said surety shall be a surety company duly and legally authorized to do business in the
State of Texas, and acceptable to the City Council of the City of Fort Worth,
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Said City agrees and binds itself to pay, and the said agrees to receive, for all of the aforesaid
work, and for all additions thereto or deductions therefrom, the price shown on the Proposal
submitted by the successful bidder hereto attached and made a part hereof. Payment will be made
in monthly installments upon actual work completed by Contractor and accepted by the Owner and
receipt of invoice from the Contractor. The agreed upon total contract amount shall be:
One Hundred Ninetv Three Thousand, Six Hundred Fiftv One Dollars & Fifiv Cents
$193,651.50
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It is further agreed that the perFormance of this Contract, either in whole or in part, shall not be
sublet or assigned to anyone else by said Contractor without the written consent of the Director of the
Transportation and Public Works Department�.
10.
The Contractor agrees to pay at least the minimum wage per hour for all labor as the same is
aclassified, promulgated and set out by the City of Fort Worth, Texas, a copy of which is attached
hereto and made a part hereof the same as if it were copies verbatim herein.
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The Contractor shall procure and shall maintain during the life of this contract insurance as
specified in paragraph 8 of the Special Instructions to Bidders of the Contract Documents.
12.
It is mutually agreed and understood that this agreement is made and entered into by the
parties hereto with references to the existing Charter and Ordinances of the City of Fort Worth and
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the laws of the State of Texas with references to and governing all matters affecting this Contract,
and the Contractor agrees to fully comply with all the provisions of the same.
IN WITNESS WHEREOF, the City of Fort Worth has caused this instrument to be signed in
Six (6) counterparts in its name and on its behalf by the City Manager and attested by its Secretary,
with the corporate seal of the City of Fort Worth attached. The Contractor has executed this
instrument through its duly authorized officers in Six 6 counterparts with its corporate seal attached.
Done in Fort Worth, Texas, this the 17`h day of Seatember , 1999.
.��raH��o ���.0 �.-s, �'� e .
�r� s�s ��-����
(Contractor)
BY: ( n �� �� �I
(Representative) �
���S�tJ �tT
(TITLE)
`�.c�. � r c� �
(Address)
�`Z�' �0`�7� . �iC �iD �a I
(City/Sta{e/Zip)
a November 1960
Revised May 1986
Revised September 1992
DRevised January 1993
Revised April 1999
Revised June 1999
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CITY OF FOR7 WORTH
.
ASSISTANT CITY MANAGER
AP ��ED: �� �
,,,��'�;.^-�``a� �' .f
, �
DIRECTOR, TRANSPORTATION
AND PUBLIC WORKS
ATTEST:
G�y�J, CITvf SECRETARY
(SEAL)
APPROVED AS TO FORM & LEGALITY:
,
�SIS AN TY ATTORNEY
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Contract Authorization
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Date
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City of Fort Worth, Texas
n►�jAyar And C,aunc�l Cammun�cAt�an
DATE REFERENCE NUMBER LOG NAME PAGE
9/16/99 **C-17638 20STANFIELD I 1 of 2
SUBJECT AWARD OF CONTRACT TO TANFIELD ENTERPRISES, INC., D/B/A S& J ELECTRIC,
FOR NEW SIGNAL INSTALLATIONS
RECOMMENDATION:
It is recommended that the City Council authorize the City Manager to execute a contract with Stanfield
Enterprises, Inc., d/b/a/ S& J Electrical Se►vice, in the amount of $193,651.50 for construction of new
traffic signals at the intersections of Crowley Road (FM 731)/Risinger Road, Harris Parkway/Oakmont
Boulevard, and Oakmont Boulevard/Oakmont Trail.
DISCUSSION:
The 1998 Capital Improvement Program includes funds for traffic signal improvements.
This project was advertised for bid on June 24 and July 1, 1999. The following bids were received on
August 12, 1999:
. �� .
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AMOUNT
CONTRACT TIM�
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Integrated Roadway Services, Inc.
$193.651.5Q
$231,831.50
70 working days
Stanfield Enterprises, Inc., d/b/a S& J Electrical Service, is in compliance with the City's M/WBE
Ordinance by committing to 4% M/WBE participation and documenting good faith effort. The City's goal
on this project is 6%. S& J Electrical Service utilized an M/WBE firm with every available supplier
opportunity, which resulted in this participation.
Traffic signal warrant studies conclude that these intersections meet the warrant requirements for a
traffic signal based on the Manual on Uniform Traffic Control Devices. The Transportation and Public
Works Department proposes to install fully actuated traffic signals.
Crowley Road (FM 731)/�isinger Road is located in COUNCIL DISTRICT 6, Mapsco 104T.
Harris Parkway/Oakmont Boulevard and Oakmont Boulevard/Oakmont Trail are located in COUNCIL
DISTRICT 3, Mapsco 88 U and V.
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City of �ort Worth, Texas �
�✓I�a�y�ar And Caunc�l Cammun�cAt�an
DATE REFERENCE NUMBER LOG NAME I'AGE
9/16/99 **C-17638 20STANFIELD I 2 of 2
SUBJECT AWARD OF CONTRACT TO T�4NFIELD ENTERPRISES, INC., D/B/A S& J ELECTRIC,
FOR NEW SIGNAL IN�TALLATIONS
FISCAL INFORMATION/C�RTIFICATION:
The Finance Director certifies that funds are available in the current capital budget, as appropriated, of
r the Street Improvements Fund.
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, Submitted for City Manager's
Office by:
Mike Groomer '
Originating Department Head:
Hugo Malanga
Additional Information Contact:
1
FUND I ACCOUNT I CENTER I AMOUNT
I (to)
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G140 I
7801
(from)
C115
C115
C115
541200 020115031071 $81,947.50
541200 020115031067 $53,494.00
541200 020115031078 $58,210.00
Hugo Malanga 7801
CITY SECRETAI�Y
APPROVED
CITY COUNCfi
r C P I6 �999
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City S�retary of e
Cftp of Fart �4orth, �xas
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