HomeMy WebLinkAboutContract 21476-CO4 DISTRIBUTION:
WHITE-FILE CITY OF FORT WORTH
a RY-CONSTRUCTION FILE
Plink�-PROJECT MANAGER CHANGE ORDER REQUES'ICITY$ECS 9 +
GOLDENROD-CONTRACTOR CONTRACT 140.
CHANGE ORDER NO. DATE D.O.E.NO. CT NO.
T�PW77-060770500020
4 &PW77-060770500030
PROJECT DESCRIPTION: North and South Holly Water Treatment Plants CITY SECRETARY CONTRACT
Backwash Facilities Modifications and Chlorine and Ammonia Facilities Rehabilitation NO.
21426
ORIGINAL CONTRACT AMOUNT..........................................$ 7.747,000.00
EXTRAS TO DATE...............................................$ 121 769.96
CREDITS TO DATE..............................................$ 0.00
CONTRACTCOST TO DATE..............................................................................................................................................................$ 7.868,76996
AMOUNT OF PROPOSED CHANGE ORDER.............................................................................................................................ft.....$ 14,594.32
REVISEDCONTRACT AMOUNT.......................................................................................................................................................$ 7,883,364.28
TOTAL FUNDS APPROVED BY COUNCIL.......................................................................................................................................$ 7,979,410.00
IN ACCORDANCE WITH THIS CHANGE ORDER,THE CONTRACTOR SHALL:Modify and change the contract as shown below to provide a complete,
functional and operational laboratory.These changes are listed below:Further descriptions and information is shown on Attachment#I along with other
attached material:
PCM-022,ITEM 1:GALVANIZED STEEL STAIRWAY AT NORTH HOLLY RAW WATER#1 VALVE VAULT---------------$ 8,138.88
The contractor shall install a galvanized Stairway at the North Holly Raw Water#1 Valve Vault. Currently access to the Raw Water#1 Valve vault is limited
to the unimproved road at the top of the levee making assess is difficult and dangerous during wet weather. The stairway will allow access from the a lower
parking area.The Contractor has provided a price proposal of$8,138.88 for this work.
PCM-022: ITEM 2:MODIFY NORTH HOLLY RAW WATER 2&3 CHEMICAL APPLICATION VAULT LID -----------------$ 5,375.86
The contractor shall modify the North Holly Raw Water 2&# Chemical Application Vault Lid. Current access is through a standard 24-inch manhole rim
(and cover)using a ladder. This is to small to allow access for personnel when using an airpack. The plant has requested Contractor has provided a price
proposal of$5,375.86 for this work.
PCM-022: ITEM 3:REMOVE PORTION OF NORTH HOLLY SEDIMENTATION BASIN#1 WALL ------------------------------$ 2,714.32
The contractor shall remove a portion of the North Holly Sedimentation Basin#1 Wall. The plant has requested that a portion of the basin wall be removed to
allow visual inspection of the chemical storage area from the road.The Contractor has provided a price proposal of$2,714.32 for this work.
PCM014:CREDIT FOR NORTH HOLLY 2300 VOLT DUCK BANK MODIFICATIONS----------------------------------------------$(1,634.74)
The contractor shall revise the alignment of the 2300 volt electrical feeder ducts between the North Holly WTP High Service Pump Station medium voltage
switchgear and transformers T1,T2(adjacent to North Holly Chemical Building)and 13 (at northeast corner of North Holly Chlorine Building).Part of the
realignment allows the use of existing duct bank for a portion of the feeder run to transformer T3.The other realignment for the feeder run to transformers Tl
&T2, avoids a conflict with Sedimentation Basin#3. This realignments lowered the construction cost s for the feeder ducts. The contractor is providing a
proposed credit of$1,34.74 for these changes.
THE TOTAL COST FOR CHANGE ORDER NUMBER#4 IS $ 14,594.32
Cost breakdown by Project Number is PW77-060770500030 $ 14,594.32
The contract time of completion is February 5, 1997
It is understood and agreed that the acceptance of this Change Order by the contractor constitutes an accord and satisfaction RECEIVED JUN 16101
and represents payment in full(both in time and money)for all costs arising out of,or incidental to,the Change Order.
ORIGINAL CONTRACT TIME ADDITIONAL APPROVED TIME TO DATE APPROVED CONTRACT TIME TO DATE ADDITIONAL TIME FOR THIS CHANGE ORDER
450 Calendar Days None 450 Calendar Days None
CONTRACTOR �� � DATE FIELD ENGINEER / e-, DATF
Cajun on tors,Inc G /.. G.E.Gay,P. . re e& IchbIs,Inc
MANAG CO ST. ER. DATE DIRECTOR(r1ANAGING D / DATE
David ownsen ,Faci rties Engineer 1�� G,
DIRECTO G DEPT. DATE CITY A TORNEY DATE
Lee C.Bradley ,PE,Water Director OFFICIAL R€ ORD
CrrY MANAGER DAT / COUNCIL ACTION(IF REQUIRED): CI I Y SEC
❑ APPROVED ❑ DISAPPROVED I I OT"
JNOMTX
Freese MaW.Freese,P.E. 1900.1990
Marvin
� Marvin C.Nichols,P.E. 1896-1%9
AND
Nichols,INC.
CONSULTING ENGINEERS
October 18,1996
Mr.Tommy Bower
Cajun Contractors, Inc.
1500 E.Beldine
Carrollton,Texas 75005
Re: City of Fort Worth Water Department North and South Holly WTP
Backwash Facilities Modifications and Chlorine and
Ammonia Facilities Rehabilitation
PW77-060770500020 and PW77-060770500030
Change Order No.4
Dear Mr.Bower:
Transmitted herewith please find five copies of the referenced change order. Please execute
the change orders in the appropriate signature block on page two and return all copies to
us for forwarding to the Water Department. You will receive two executed copies back
after the City Council has acted on this Change Order.
Sincerely,
PRESSE AND NICHOLS,INC.
G.E.Gay,P.E.
xc: Dave Townsend
Charly Angadicheril
Mike Morrison
Coy Veach
File FTW95312.4.43.004
[FfWM2r-H=Y\C ANGEs\ao\aoaT1)CAJ-GBG
TELEPHONE 817-735-7300 • 4055 INTERNATIONAL PLAZA,SUITE 200 FORT WORTH,TEXAS 76109-4895 • METRO 817-429-1900 • FAX 817-735-7491
CHANGE OR EXTRA WORK ORDER
PROJECT: NQS Holly Chlorine/Ammonia/Backwash Facilities
OWNER: City of Fort Worth PROJECT NO. PW770607705-00020 & 30
CONTRACTOR: Cajun Contractors, Inc. PROJECT NO. 95028
ENGINEER: Freese and Nichols, Inc. PROJECT NO. FTW95312
CHANGE ORDER NO. : Four (4) DATE: October 18,1996
CHANGE OR EXTRA WORK TO BE PERFORMED
In accordance with previous discussions and negotiations, summarized below
are the changes or extra work to be performed in the above referenced
project.
REFERENCE PGM-014
4a) Modify the 2300 V feeder conduit alignment from the North Holly High
Service Pump Station load break switches to transforers T1, T2, and T3.
This would result in a credit of $ 1, 634 . 74 . No additional Contract
Time has been requested.
DEDUCT ($ 1, 634 .74)
REFERENCE PCM-22
3b) Item 1 : Install new stairs at the North Holly Raw No. 1 valve vault .
Subtotal ADD $ 8, 138 . 88
Item 2 : Modify the existing access manhole on top of the North Holly
Raw 2&3 Post Chemical Application Vault to be an access hatch and ladder.
Subtotal ADD $ 5, 375. 89
Item 3: Lower the east wall of the existing North Holly abandoned
sedimentation basin by deleting the upper wall section.
Subtotal ADD $ 2, 714 .32
The total cost for this PCM is $ 16,229.06. No additional Contract Time
has been requested.
ADD $16,229.06
Change Order #4
October 18, 1996
It is understood and agreed that the acceptance of this Change Order by the
contractor constitutes an accord and satisfaction and represents payment in full
(both time and money) for all costs arising out of or incidental to, the above
described change order.
Original Contract Amount $ 7,747,000.00
Previous Contract Modifications (C.O. #1) $ 64,348.57
Previous Contract Modifications (C.O. #2) $ 9,508.04
Previous Contract Modifications (C.O. #3) $ 47, 913.35
Present Contract Amount $ 7,868,769. 69
Net Increase in Contract Amount $ 14,594 .32
Revised Contract Amount $ 7, 883,364 . 01
Original Contract Time FEBRUARY 5, 1997
Previous Change in Contract Time of Final Completion
(C.O. #1) 0 DAYS
(C.O. #2) 0 DAYS
(C.O. #3) 0 DAYS
Present Change in Contract Time For Final Completion
(C.O. #4) 0 DAYS
Net Increase in Contract Time of Final Completion 0 DAYS
Revised Contract Time for Final Completion FEBRUARY 5, 1997
Recommended by Approved by
FREESE AND NICHOLS, INC. CAJUN CONTRACTORS, INC.
By /lL /ate/G/1 By ,k�� /'d=z
Date Date
Approved by
CITY O RT RTH EXAS
By /U y
D to
Attachments:
Proposed Contract Modification-014
Proposed Contract Modification-022
R:\forms\admin\co.cs cc
INTER-OFFICE CORRESPONDENCE
TO: Ted Gay, Freese &Nichols, Inc. .
FROM: David Townsend, Facilities Engineer
Water Department
DATE: October 16, 1996
SUBJECT: PCM-014: North Holly 2300 Volt Duct Bank Modifications
North and South Holly Water Treatment Plant
Backwash Facilities Modification
and Chlorine and Ammonia Rehabilitation
Project Nos. PW77-060770500020 & PW77-060770500030
This office has reviewed your correspondence dated October 2 1996 on the proposed
contract modification (PCM-014 ) concerning the revising the alignment of the 2300 volt
electrical feeder ducts between the North Holly WTP High Service Pump Station medium
voltage switchgear and transformers T1, T2 (adjacent to North Holly Chemical Building)
and T3 (at northeast corner of North Holly Chlorine Building). Part of the realignment
allowed the use of existing duct bank for a portion of the feeder run to transformer T3.
The other realignment for the feeder run to transformers T1 & T2, avoids a conflict 'with
Sedimentation Basin #3. This realignments lowered the construction cost s for the feeder
ducts. The Water Department agrees with your recommendation that the contractor
proposed credit of$1,34.74 for these changes should be accepted as the credit proposed is
fair and reasonable.
Therefore, this office will recommend to the City Council (and/or the City Manager's
Office), the approval and acceptance of this credit in the form of a change order to be
prepared and submitted by you to this office.
For accounting purposes, this PCM will be assigned to from PW77-060770500030.
David R. Townsend, P.E.
cc: Frank Crumb
Files
- Freese Simon W.Freese,P.E. 19041990
Marvin C Nichols,P.E. 18961%9
AND
Nichols INC.
CONSULTING ENGINEERS
October 2, 1996
Mr. David Townsend,P.E.
Facilities Design and Construction
City of Fort Worth
Water Department
P.O. Box 870
Fort Worth, Texas 76102.
l:e: North and South Ilollt' Water '] rcatrn^nt
Bacl,%\,asll Facilities \Icuiili,s,tion : anal
Chlorine and .Alnnionia Facilities
14-habilitation
1'1\'77-060770300020 and 1'1%V7-0,>07A130003.%
PCM-014 North Ilollt• 2300 V 1>,!,7t 13:in1: l:e�'isic is
Dear \'lr. Tcm,nsend:
transmitted here�\,ith please find a cops of C'ajun's September 2-), 1976, pnt? proposal for the
referenced l'C1\9. ']his 1'C\1 rel,ises the Project C alignment cit the 230J %,olt feeder ducts
betv%,een the ?forth Ilollt' Iligh SCIA-Le P111111 Station nlecilUI11 \,oltage s16t_ligear and
transformers '1'l, T2, and 13. This change in alignment alloi\,s the contractor to use a.11 existirli',
spare duct for a portion of the nut to traIisformer T3. It also reroutes the proposed duct ban],
run to transformers 11 and 12 to zwoid a coiiflict i6th the backup sedimentation basin no. 3.
These changes in alignment do not affect the capacity of these duct ba1>_la, ai,oid potential
conflicts, and result in a lo%\,er construction cost. No additional Contract lime has been
requested.
We have re\•ie«,ed the price proposal and recommend the City accept this credit and issue a
deductive Change Order in the amou-nt of S 1,634.74. ]'lease ad%-ise if the Water Department
desires this I'C\1 to lie incorporated into a Change Order.
Sincerely'
PT7T'.T'.C`1' A rT AT t— T J
rREUPS' :rk1vl�i,�I�.I�OIa�, II�C,
/ /
l�
G.B.Gay,I�'.E.
xc: Charly Angadicheril
Randy Romack
Coy Veach
4c:1 A Al Al A 1A A? 11114
lllr T 1 Y Y 9JJ1L.'3.'31.V1'2��!.'3.1.VV$
[Fid 453121C:WOLL1 tCHANOI SPCM3�CM 14t2CM.tit tl
TELEPHONE 817-735-7300 • 4055 INTERNATIONAL PLAZA,SUITE 200 FORT WORTH,TEXAS 76109-4895 • METRO 817-429-1900 • FAX 817-735-7491
CAJUN
CONTRACTORS
BATON ROUGE.DALLAS•HOUSTON
September 25 , 1996
Freese & Nichols, Inc .
4055 International Plaza, Suite 200
Fort Worth, Texas 76109-4895
Attention: Ted Gay
RE : North and South Holly Water Treatment Plants
City of Fort Worth, Texas
PCM-014
Dear Mr. Gay:
Please find attached our cost proposal for PCM-014 . Work under
this change includes revisions to the 2300V duct bank at North
Holly. This change does not require a change in the contract time .
Sincerely,
CAJUN CONTRACTORS, INC.
Chris Thompson
Project Manager
CCT
File 1 . 21 (d) (95028)
Field
HOME OFFICE: DALLAS OFFICE: HOUSTON OFFICE: FREEPORT OFFICE: LAKE CHARLES OFFICE:
Post Office Box 104 Post Office Box 59367 Post Office Box 890809 Post Office Box 1058 Post Office Box 1487
Baton Rouge,Louisiana 70821-0104 Dallas,Texas 75229 Houston,Texas 77289-0809 Clute,Texas 77531-1058 Lake Charles,Louisiana 70602.1457
(504)753.5857 (214)323-9333 (713)479.5554 (409)265-0032 (318)625-3773
FAX(504)751-9777 FAZ((214)323-9555 FAX(713)479-0309 FAX(409)265-6751 FAX(318)625.3817
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LIELECTRIC
1ILCompmv ELECTRICAL CONTRACTORS
U! L
September 13, 1996
P 18 1996
Cajun Contractors ; !
P.O. Box 59367 PJTRACTORS INCjDallas, Texas 75229 ALLAS TX f
Attention: Chris Thompson
Ref: City of Fort Worth, Texas
North Holly WWTP
PCM-014
Gentlemen:
We are please to propose pricing for deletion of scope of work as per above mentioned
reference.
Material $ 4.074.40
<$ 4,568.01>
Labor $ 2,640.89
<$ 3,604.27>
Total Deduct <$ 1,456.99>
The pricing for this proposal is valid for thirty (30) days from the date of this proposal. In
the event that this proposal is not resolved in that time, ACME Electric reserves the right
to adjust pricing and time extension, as necessary. Tax is not included in this proposal.
Should any alterations, substitutions, additions, or subtractions of this proposal be made,
without written approval from ACME Electric, the altered proposal will be deemed null
and void.
If you have any questions please call me.
Respectfully,
Hector Zamora
cc: Ronny Brown ACME
Marvin Mally ACME
Sally Walker ACME
Job File 2280-32.Doc
4703 MARTIN STREET • FORT WORTH,TEXAS 76119 METRO(817)654-1618 FAX(817)534-4940
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LETTOR OF TMANSHITITAL
TO: -_-- (A" I �n�c DATE:
FItOJECT N0: �
ATTENTION: -� OktNER:PW77-060'17054. 20&30
OWNBR:City of Fort Worth FIN: FTW95312 ��
Project:North & South Holly Water Treatment r
Plant Backwash & Chlorine & Ammonia Facilities
We are sending you Attached ❑ Under Separate Cover VIA
the. following items:
❑ Daily Construction Reports No.
D flans (1 Specifications 17 HF1 No. _
0m No.- U Addendum No. _ _ _ 0 Hemo.Ir'o:___
ir,rem too. �U Change Order 0 Field Order .No...--
0
No. __0 Pay Iteq. 0 Submittal No. _ 0 Other
Copies ltef .No. Description 4
j Pf rn O o(W 1-k/ 230o V F�&/e ; A- mtvf �v%s, o,Yr
` 7ttese are transmitted fo► •our :
U Use 0 11-eview 1. Coiim nl p �n(c,rrzi ion
i] Approval 0 Distribution to Paitics Lr ItcsE)onsc
U ltccord 0 Other - - - — -- -- -- —
Rcciarks :_--- - ---- � --- ----- -- -- -....— --
i ► JUE
- -
I-AJUN CONTRACTOp i
' LLAS TX
Copies to: GtG Route To:
r C A•
$y: - --
Telephone 817/735.7300 Fax 817/735-7491 Metro 817/429.19DD
4055 International Plaza, Suite 200, Fort Worth, TX 76109.4895
PROPOSED CONT. T MODIFICATION
PROJECT:HOLLY WTP Chlorine & Ammonia/Backwash Facilities PROJECT NUMBER
OWNER:City of Fort Worth PW77-060770500020 & 30
CONTRACTOR: Cajun Contractors 95028
ENGINEER: Freese and Nichols, Inc FTW95312
PCM DESCRIPTION: North Holly 2300 V Feeder Conduit Alignment Revisions
PCM NO. 014
NOTIFICATION TO CONTRACTOR:
The Owner proposes to make the additions, modifications or deletions to the Work
described in the Contract Documents as shown in Attachment "A". We request that
you take the following action within 10 calendar days:
Notify us that you concur that this change does not require a change in
Contract time or amount. A Field Order will be issued.
x Submit a Price Proposal with detailed cost breakdown of labor, materials,
equipment, all other cost related to this change and a revised schedule for
performing the described change.
Proceed with the change. Payment will be made at the unit price bid.
Proceed with the change under the time and materials provisions of the
Contract.
Authorization to proceed with changes must be approved by Field Order or Change
Order in accordance with the Contract Documents.
By: r Date:
CONTRACTOR'S RESPONSE:
We respond to your request as follows:
❑ We concur that this is a no cost or time change. Issue Field Order.
❑ We submit the attached Price Proposal with detailed cost breakdown and revised
schedule for performing the described change.
❑ We are proceeding with the change at the unit price bid.
❑ We are proceeding with the change under the time and materials provisions of
the Contract.
By: Date:
ACTION TAKEN:
❑ Proposed Contract Modification rejected. Contractor is hereby notified NOT to
proceed:
By: Date:
❑ Field Order issued: No. Date: By:
13 Change Order issued: No. Date: By:
CZW L"V:iTrJ I.ViV lritil,l- i`1VL1Cll..`'i11Ua
PCM-014 ATT 'HMENT A
PFtOJECT:HOLLY WTP Chloi.ra & AmmoniaiSack-wash Facilities PROJECT NUMBER
OWNER:City of Fort Worth PW77-060770500020 & 30
CONTRACTOR: Cajun Contractors 95028
ENGINEER: Freese and Nichols, Inc FTW95312
PCM DESCRIPTION: North Holly 2300 V Feeder Conduit Alignment Revisions
PCM NO.014
The Owner proposes to make the following additions, modifications or deletions to
the work described in the Contract Documents. Authorization to proceed with these
changes must be approved by Field Order or Change Order in acco:danc� with the
Contract Documents.
1. Modify the 2300 V feeder conduit alignment from the North Holly High Service
Pump Station load break switches to transforers T1, T2, and T3 as shown on the
attached sketch.
2. Modify your record drawings as appropriate.
By: f Date:
EXISTING TRANSFORMER VAULT
WITH TRANSFORMER TT AND T2
ON TOP OF VAULT
N' -- M_— NEW TRANSFORMER
LE G. T3
2
ABANDONED CAP SPARE CONDUIT
HYDRAULIC SAW CUT EXISTING IN VAULT
MIXING . ROAD FOR 3-2 1/2'
CHAMBERS CONDUITS. SEAL CHEM.
AROUND CONDUITS.
BLDG.
NO.1
NEVA 4X II
. JUNCTION BOX 11
O O CHLORINE AND 11
AMMONIA .-
BUILDING
II
---I� -- -- �� - CONDUITS MOUNTED ALONG II
j' BASIN WALL. REFER 10 II
II II DETAIL THIS SHEET.
CHLORINE/1 MONIA If II 3 1 D SPARE
STORAGE A D II II I 2 i 2 2 1 2
SCRUBBER CILITIES I I 11
2 4K POWER
&2 +
4KV POWER II
2 2
uI i i I all /�r>
i
1
A CONDUIT I OUTIN
SAW CUT EXISTING �(
ROAD FOR 3-2IIV2-
SEDIMENTATION CONDUITS.
BASIN N0. 3 3 #�0 /•,1
-TRANSITION FROM UNDERGROUND I EXISTING LOAD BREAK I�f
TO ABOVE GROUND. I SWITCHES LOCATED Iv
BASEMENT
NEW CONDUIT AND
WIRING. FIELD ROUTE
IN BASEMENT.
z
CORE DRILL WALL a EXISTING 5KV SWITCHGEAR
FOR CONDUITS. SEAL < LOCATED ON OPERATING
AROUND ALL CONDUITS a i LEVEL
1
CLEARWELL
NO. 5 FIELD ROUTE NEW CONDUITS
IN BASEMENT OF PUMP STATION
CAP PUMP STATIOONDUIT INSIDE
CORE DRILL PUMP STATION
WAIL FOR 3-2 1/2'
CONDUITS. SEAL AROUND
2, id•/c. CONDUITS
• A
NORTH HOLLY WATER
scAL�:r TREATMENT PLANT --SITE PLAN
. ao•
6�i>�s t
INTER-OFFICE CORRESPONDENCE
TO: Ted Gay, Freese &Nichols, Inc. .
FROM: David Townsend, Facilities Engineer
Water Department
DATE: October 16, 1996
SUBJECT: PCM-022: North Holly Safety Related Improvements
North and South Holly Water Treatment Plant
Backwash Facilities Modification
and Chlorine and Ammonia Rehabilitation
Project Nos. PW77-060770500020 & PW77-060770500030
This office has reviewed your correspondence dated October 15,1996 on the proposed
contract modification (PCM-022 ) concerning the three safety related items for the North
Holly Water Treatment Plant which where requested by the plant.
Item 1. Galvanized Steel Stairway at North Holly Raw Water No. 1 Valve Vault.
The requested that a stairway be installed at the RW41 Valve Vault. Currently assess is
limited to the unimproved road at the top of the levee making assess is difficult and
dangerous during wet weather. The Stairway will allow assess from the a lower parking
area. The Water Department agrees with your recommendation that the contractor price
proposal of $8,138.88 for this item should be accepted as the cost provided is fair and
reasonable.
Item 2. Modify North Holly Raw Water 2 & 3 Post Chemical Application Vault
Lid. Current assess is through a standard 24-inch manhole rim (and cover) using a ladder.
This is to small to allow assess for personnel when using an airpack. The plant has
requested that the vault lid be modified to install a larger aluminum (Bilco) hatch and to
install a safety ladder in the vault. The Water Department agrees with your
recommendation that the contractor price proposal of $5,375.89 for this item should be
accepted as the cost provided is fair and reasonable.
Item 3. Remove Portion above of North Holly Sedimentation Basin 41 Wall. The
plant requested that a portion of the North Holly Sedimentation Basin 41 Wall be
removed (above elevation 551.0) to allow visual inspection of the chemical storage area
from the road. The Water Department agrees with your recommendation that the
contractor price proposal of $2,714.32 for this item should be accepted as the cost
provided is fair and reasonable.
The Water Department understands that total cost of all three items is $16,229.06.
Further, the Water Department understands that while this PCM does not include
additional contract time, should it not be approved before December 6, 1996, additional
costs (overhead costs) and additional contract time may be required.
RE: PCM-022: North Holly Safety Related Improvements
North and South Holly Water Treatment Plant Backwash Facilities Modification
and Chlorine and Ammonia Rehabilitation
Project Nos. PW77-060770500020 & PW77-060770500030
Date : October 16, 1996
Page 2
Therefore, this office will recommend to the City Council (and/or the City Manager's
Office), the approval and acceptance of this additional cost in the form of a change order
to be prepared and submitted by you to this office.
For ac ountin u os s, this PCM will be paid from PW77-060770500030.
David R. Townsend, P.E.
cc: Frank Crumb
Files
Freese Simon W.Freese,P.E. 19041990
Marvin C.Nichols,P.E. 18961%9
AND
MIC OIs,INC.
CONSULTING ENGINEERS
October 15, 1996
Mr. David Townsend, P.P.
City of Fort Worth
Water Department
P.O. Box 870
fort Worth,Texas 76102
1:e: North and South holly (Vater Treatm-at Plant
Backwash Facilities Modifications ani
Chlorine and Ammonia Facilities
Rehabilitation
PIV77-M770500020 and 1`1 774)607705N030
PCM-022 North Holly Project C Safety Related Irnproveme,its
Item 1;Provide a galvanized steel stairway,at North]lolly Raw No. 1 Val%•e Vault.
Item Z.Modify the North Holly Raw 2&3 Post Cliemical Application Vault l.id
Item 3;Remove the wall above D 551.0 on the east side of theabandoned
sedimentation basin
Dear Mr.Towmend:
Transmitted herewith please find a copy of Cajun's Octol><r 8, 1996, price propor,a for the
referenced PCM. This PCM consists of three safety, related items for the North Holly plant
which have been requested by the plant staff.
Item 1 provides new stairs at the North Holly Raw No. 1 valve vault.. Currently access is
limited to the unimproved road on top of the levee which has traffic ability' problems during
wet weather or up a steep grass slope from the lower parking area.
Item 2 modifies the existing access manhole on top of the North Holly Raw 2&3 Post Chemical
Application Vault to be an access hatth and ladder. Currently there is no ladder into the vault
and the manhole is too small to enter easily when personnel are wearing an air pack.
Item 3 lowers the east wall of the existing North Holly abandoned sedimentation basin by
deleting the upper wall section. Removal of this wall improves plant visibility into the new
chemical storage area.
We have reviewed the price proposal and recommend the City authorize this additional work
and issue a Change Order.The costs associated with these items are$ 8,138.88,$5,375.89, and$
2,714.32;the total cost of all three items is S 16,229.06.
Mr.David Townsend
October 15,1996
Page 2
No additional Contract Time has been requested if approval is granted by the City by
December 6,1996.Cajun has advised us that due to lead time on the Item 1 stairs and the Item 2
hatch and ladder that they will need additional Contract Time and overhead costs as these
items will become critical path activities if approval is received after December 6th. We concur
with Cajuns assessment of their schedule. Please advise if the Nater Department desires this
PCM, or any portions of it, to be incorporated into a Change Order.
Sincerely,
FREESE AND NICHOIS, INC.
G. E. Gay, P.E.
xc: Charly Angadicheril
Randy Romack
Coy Veach
file FTW95312.4.41.022/4.43.004
[F M"312P..WOLLYCJMGEMMNPCMZZRCM.GEO
CAJUN
CONTRACTOM
October 8 , 1996
Freese & Nichols, Inc .
4055 International Plaza, Suite 200
Fort Worth, Texas 76109-4895
Attention : Ted Gay
RE : North and South Holly Water Treatment Plants
City of Fort Worth, Texas
PCM-022
Dear Mr . Gay :
In accordance with PCM-022 , please find attached our proposal to
provide a galvanized steel stairway at North Holly Raw No. 1
Valve Vault, modify one (1) each post chemical application vault
lid, and remove the wall above El . 551 . 0 on the east side of the
abandoned sedimentation basin from the southeast corner north to
the double access stairs . Work described shall be in accordance
with the attached details . If approval of this proposal is
received before December 6 , 1996, then no change in the contract
time will be required. However, if we do not received approval
by December 6 , 1996 , then we must revise our proposal to include
additional time and overhead cost . This is due to fabrication
and delivery time of the material required for this work .
HOME OFFICE, DALLAS OFFICE, HOUSTON OFFICE, LAKE CHARLES OFFICE, NEW ORLEANS OFFICE:
Post Office Box 104 Post Office Box 59367 Post Office Box 890809 Post Office Box 1487 Post Office Box 11207
Baton Rouge,LA 70821.0104 Dallas,TX 75229 Houston,TX 77289-0809 Lake Charles, LA 70602.1487 New Orleans, LA 70181-1207
(504)753.5857 (214)323.9333 (713)479.5554 (318)625.3773 (504)734.3100
FAX(504)751.9777 FAX(214)323.9555 FAX(713)479-0309 FAX(318)625.3817 FAX(504)734.9900
Freese and Nichols, Inc.
October 8 , 1996
RE: PCM-022
Page Two
Sincerely,
CAJUN CONTRACTORS, INC.
Chris Thompson
Project Manager
File 1 . 21 (d) (95028)
Field
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OCT 14 '96 0'5:37P;I CAJUII COI ITRACTORS P.2
DIRECT FIELD COST ESTIMATE
Unit Unit Total Total
1 Tx'd N-Tx'd Unit Tx'd N-Tx'd Total
Loc. Dea�tion Oty �.Ung Mail .[ M- Labor Mat'I I Mat'I Labor
AL $1`E1=C STA RW-T AY i 01 0 C
_ PURCHASE STAIRWAY �I __ 1 11L_S 5.270,00 0 5,270 _0_
r UNLOAD AND STORE 2M'1HRS ~ -~`-
P 2:1 Pw1H I 10.00 01 0- 20
i HAND EXCAVATE FOR PAD 2M`3HRS 6 t`Nlql 10.00 Oi-- 0 6L
'� PURCHASE REBAR 1 LS Ii 75.00 —_ - 0; 75 0
:PURCHASE FORMS:__ _ ^ 00_
r
PLYWOOD1 LS •1 80,0— 80 0 _ C
it FRAMING 1 IS 40.001 __ 40 0 C
�.
)'INSTALL FORMS/kEBAR FOR SIRS 2.1 aH�R 6 bni� 10.00 0 0 — 6C
QIP!kCE AND FINISH SLAB 2M'2HR5 _ 1; 4 N+i 10.00 _ 0 0 40
—_�lINSTALL FORMS/REBAR FOR WALLS 211`CrI' 12 NIH 10.00 0 0 — 120
PLACE/FINISH WALLS AND SLAB 2M'1 A_R_ 2_NISI ._ 1 _ 1000 0 _ 0_ _ 2C
'POINT AND PATCH WALLS 2M,2HRS 6-C-Y--I-
till c CC 'C CO C 2� @0
_ PURCHASE CONCRETE 2 00 Gv I7E:_C__ C _C
WRECK FORMS AND CLEA,N.P »HR, 6 hl-; 1C GO
FINE GRADE AREA 2N1'2HRS 4 NI-I 1C OC 0 4C
ERECT STAIRS AND PLATFORM 2%1.5-iRS 0 M 0 D 1 C
__---_
1 CRANE TO UNLOAD/SET Pi A'�OP
g' ---�F a N;$_ I 5C GG 200 C _C
OPERATOR _; 4 NIS i —_ -4 CC _ _-�l--- 5d
SMALL TOOLS 2 DyS 35 CO 7J C
S''6TOTAL- --- - --- ---- 320 5.521_ 676
_jR_EMOVESOIL 2M-2HRS 4 %IH 1000 0 G 40
r- 14EMOVE RING AND SPACERS 2M-3HR5 7_ 6 NI�_�_ — 10 GC _ _ C _ 60
I AIR COMPRESSOR ANC CH PPtNG HAMM 1 LS 23 00 _ 23, 0
SAW CUT TOP ��7 LF 75N __ _ __ _ _ 525'- —_ -7 C
REMOVE RUBBLE 2M'1HR 2 %Ir 10 OC G 20
_:ROUGHEN VERTICAL SURFACES 1W3-IRS_ 3_M- 1C CC 0 0 33
AIR COMPRESSOR AND BUSH HA.MVER _ 1. LS 2?OO _ 23 0- C
.1.
IDRILL AND EPDXY DOWELS 2' 4HRS a NI-� I 'Coo 0 0 _ 40
PURCHASE EPDXY 1 l5 _ ^_GC CC C P,O _ C
PURCHASE DOWELS — 1 _LS ! 2C CC _ 0 20 C
FORM ELEVATED BOTTOWEDG'c 2h1't1HRS 16_hlh - 10 OC 0 0 _160
I PURCHASE PLYWOOD �� 1_LS L a0GO 401 0 C
j T PURCHASE FRAMING 1 _LS 6C 00 _ _ 60 0 C
1 FORM CURB 2M'8HRS 00 _ 0 0 -120
_ ;,DRILL/GROUT DOWELS FCR CURBS 2M`4mR S I- — 10 0C _ 01 0 _ 80
1: PURCHASE EPDXY 60 CC 0' 0^ 0
PURCHASE DOWELS __ 20 CC 01 0 _0
i_PURCHASE/PLACE CONCRETE _2 00 C:Y F 76 CO 3300 01� 152 70
-1WRECK FORMS AND CLEAN UP 2M`aHRS 6 _h1M_�� 10.OG OI- 0 _ 80
1 �IPURCHASEANSTALL HATCH iE.A _ 545.00 60 CC 0 645 _ _ 50
PURCHASE LADDER I 1' E'A 1,300.00 0, 1.300_ 0
1INSTAL�DER 2M•4HRS 8 MH 10 C0 0 i— C 80
INSTALL BOLLARDS I_ i �0�l G __ 0
_ I EXCAVATE 2M'.5HRS'2EA 2'; NIH�— 01 0 0
' r PLACE CONCRETE .25CY•2EA _ _ _ _
r � 0.50.1 f:Y � 76.00 20.00 0 38 10
I SET BOLLARDS 21 EA _ 15.00 OI 0 30
j PURCHASE BOLLARDS_ 2iEA 1 117,00 _ 0 234 0
TOP COAT BOLLARDS �2 EiA _ 10.00 i 15.00 0 2'. 3
_
!SMALL TOOLS Lr b,!DYS 1 3500 175 0 0
t-_ SUBTOTAL - _ 846 2 389' SCO
SAW CUT WALL I 83.251 Lf11 35.00 2.214 0_ 0
DELETE VERTICAL CUTS 12, LF 35.00 420 0. O
HAULING AND DISPOSAL FEES ;07 LS 520.00 620 _ 0' 0
I- SUBTOTAL 2 314 01 0
TOTAL 3.550 89
7 0 =15:7 6
ITEM:..PCt= JOB: N&St1S'11 LY WATER TREATMENT PLANZA SHT. 0i1
SEP-19-96 FRI 8 :42 P. 01
La Fer & Associates, Inc.
9601 WHItt ROCK TRAIL * SuI2s 212 * DALLAS, TEXAS 75238 + (214) 348-9814 + TAX (214) 348-7297
THIS BID QED BY A WOMEZVA BUSINESS EN-1ERPRISE
70: Cajun Contractors
ATTN: Chris Thompson
FAX NO. : 323-9555 DATE: 9/12/96
Gentlemen:
We propose to furnish but not install materials for the project listed below.
In preparing this bid we have seen Addenda # ----- ---•-
PRGUDCT NAME: North & South Holly W.T.P . -- Fort Worth, Texas
Quantities shown in our scope are estimates by the Seller and do not replace
actual job requirements. Prices quoted are based on these estimated quanti-
ties and are made F.O.B. trucks our plant with full freight allowed. Prices
quoted do not include state or local sales or use taxes should such apply
and remain valid for 90 days.
Terms are NET 30 DAYS, NO )eLNINAGE, with 11% per month late charge for ac-
cxxznt past 30 days. Terms apply to partial shipments. Payments are to be
made at 9601 White Rock Trail, LB 25, Dallas, Texas 75238.
This offer stipulates delivery be made not later than the 4 to 6 weeks after
1n brie or mare shipments. receipt of order
We appreciate your confidence in us as a supplier and look rward to serving
you on this project.
OUR SCOPE AND PRICING:
PER DETAILS SUPPLIED
- 1 Ea. Hatch, Alum. DID AMT. $ 545 . 00
- 1 Ea. Ladder, Alum. w/Stainless Steel Hdwr . BYD AMT. 11 , 300 . 00
- 2 Ea. Bollards, Prime Coated BID AMT. $ 234 , 00
- 1 Ea. Catwalk & Staircase Complete, Galy. BIP AMT. $5, 270 . 00
w/Hdwr ,
MOTE: Above are priced separately by request.
Ili Ftlz Ff�9S31t
_ 'nmwft
LETTER OF TICANSNITI
T0: �a�� / aLc�Yl S e ri DATE: 9�0 --
FP.OJECT E'0:
ATTENTION: Ok'NER:P4177-060170506... 20&30
OWNBR:City of Fort >�lorth F/N: FT4I95312
Project:North_& South Holly Vater Treatment
Plant Backwash & Chlorine & Ammonia Facilities
We are sending you VKAttached 0 Under Separate Cover VIA
the. following items:
11 Daily Construction Reports Ko.
0 Flans D Specific;ltions ❑ IIFI No.
D CO Pio. U Addendum, No. D Pieroo.i�o. _
C�
PCM 1�o.^per__ U Change Order >\o. 0 Field Order 10 .
D Pay Iteq . D Submittal No. 0 Other - —
Copies Ref -No. II<<cription
1 These :ire transmitted for your:
U Us ❑ f. Co,'imcnt D 111forr:at ion
10 Approval 0 Uistrit"itioa to 1'ar tics D Response
D I;ecord ❑ Ott•er
Itcnarl:s :
Copies to: P.oute To:
Dy:
Telephone 817/735-7300 Fax 817/735-7491 Metro 817/429-190(
4055 International Plaza, Suite 20D, Fort Worth, TX 76109-4895
I-0'
rile rrAS312 /A.4I/U22
PROPOSED CONTRACT MODIFICATION
PROJECT:HOLLY WTP Chlorine & Ammonia/Backwash Facilities PROJECT NUMBER
OWNER:City of Fort Worth PW77-060770500020 § 30
CONTRACTOR: Cajun Contractors 95028
ENGINEER: Freese and Nichols, Inc FTW95312
PCM DESCRIPTION: Project C; North Holly Chemical Building Improvments PCM NO. 022
NOTIFICATION TO CONTRACTOR:
The Owner proposes to make the additions, -.odificat:cns or deletions to the 4,or
described in the Contract Doc,.-T-ents as she-n. in ttac:.;:ent "A:" . y;e req,lest that
you take the following action within 10 calendar days:
❑ Notify us that you concur that this change does not require a chanoe in
Contract time or amount. A Field Order will be issued.
x . Submit a Price Proposal with detailed cost brea,.dowm of labor, materials,
equipment, all other cost related to this chance and a revised schedule for
performing the described change.
❑ Proceed with the change. Paynent will be made at the unit price bid.
Proceed with the change under the time and materials provisions of the ;
Contract.
Authorization to proceed with chances must be approved by Field Order or Change
order in accordance with the Contract Dcc,_=ents.
CONTRACTOR'S RESPONSE:
We respond to your request as fc11c-,.s:
❑ We concur that this is a no cost or time chance. Issue Field Order.
❑ We submit the attached Price Proposal with detailed cost breakdown and
revised schedule for performing the described change.
C3We are proceeding with the change at the unit price bid.
❑ W are proceeding with the orange under the time and materials provisions of
the Contract.
By: Date:
ACTION TAKEN:
❑ Proposed Contract Modification rejected. Contractor is hereby notified NOT
to ,proceed:
By: Date:
❑ Field Order issued: No. Date! By:
❑ Change Order issued: No. Date: By:
Me r W95312 14.411 022
PROPOSED CONTRACT MODIFICATION
PCM-022 ATTACHMENT A
PROJECT: HOLLY WTP Chlorine & Ammonia/Backwash Facilities PROJECT NUMBER
OWNER: City of Fort Worth PW77-060770500020 & 30
CONTRACTOR: Cajun Contractors 95028
ENGINEER: Freese and Nichols, Inc. FTW95312
PCM DESCRIPTION: Project C; North Holly Chemical Building Improvments NO. 022
The Owner proposes to make the following additions, modifications or deletions to
the work described in the Contract Documents. Authorization to proceed with these
changes must be approved by Field Order or Change Order in accordance with the
Contract Documents.
NORTH HOLLY CHLORINE AND Fu`!OtiIP., PP.OJZCT C
Item 1; Provide a galvanized steel stairway at North Holly Raw No. 1 Valve Vau_:.
in accordance with the attached details.
Item 2; Modify the North Holly Raw 2 & 3 post the-.cal application vault lid :..
accordance with the attached details.
Iter 3; Remove the wall above El 551 .0 on the east side of the abandoned
sedimentation basin from the southeast corner north to the double access stairs.
By; Date: � rG
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Project Title: }�o.�/yam li1�F� '" A10 Date:
Account ,No. : FTk/ Z Designed:
Subject: �4�✓ �� � yv%� �Q��f Checked:
= NOTES:
1. See Specification Section 05500 for stair fabrication and
installation.
2 . Specification for:
STEEL GRATING A_*ID STAIR TREADS: Steel crating and stair treads
shall be Pressure Locked rectangular design, T}-pe S, as r,anufactured
by IKG Industries . Main bars shall be 1" by 3/16" spaced 1-3/16"
center to center. Cross bars shall be of a rectang-,ilar cross
section, flush top and spaced S" center to center. Main bars and
cross bars shall be slotted at their intersection so as not to
remove excessive material from the load sustaining members . Main
bars shall be dovetail slotted and have their slots solidly filled
by the cross bars . Finish shall to hot -dipped galvanized. Grating
ands treads shall be resigned for a minimum uniform dis.-ributed live
load of 100 psf with a deflection cf less than 0.25" . Treads s-,-,all
have a depth of tread of 12-1/5" and include a checkered plzte
nosing. Attachment of grating and treads to the stringers sha'_1 he
by either bolting or weldine per m.anufac_urer' s reccrrmencaticns .
OF
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Project Title: %70 I/y /V"tX P/0J- Date
Account No; FrK19s3/2 Calc. No: Designed:
Subject C�e�?,co/ ZnChecked:
8-•4- S "°" REFERENCE
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Project Title: Na��Y W7�P Date
Account No: FTIn/95312 Calc. No: Designed:
Subject C�en.�ca �hie���a.. Datil,.<< m,odi f,1-4- '0Checked:
_ REFERENCE
A/c ROUGHEN EXPOSED VERTICAL CONCRETE SURFACE.
INSTALL 94 DOWELS (MINIINILJN1 EMBEDMENT = 5 INCHES)
AT LOCATIONS INDICATED IN THE SLAB USfN`G HILTI C-100
HIT ANCHORING SYSTEM. APPLY BONDING AGENT TO
ROUGHENED VERTICAL CONCRETE SURFACE PRIOR TO
PLACING CONCRETE.
2 SECT I oN INL PLT
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Project Title: !�a y WT1" Date
Account No; FTW 9S3/-Z Calc. No: Designed:
Subject ����e'^��� :E-h le,-41-,, manWe mod4le-,241 ti Checked:
4� REFERENCE
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Project Title: !�o Y 1�Ti° Date
Account No: f'Tlti/9S3/2 Calc. No: Designed:
Subject C/Slyyec-`Ie., lnf. " /1'�.c�i 'cQ?�io., Checked:
REFERENCIE
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Subject —. Checked: -
REFERENCE Checked: REFERENCE
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Project Title: �1v y 1-✓TP Date
Account No; /CT ls/9S3/Z Calc. No: Designed:
Subject . Chem e-4� jec��e� f4O1)Aole IV"cli>lrca/I Checked:,
30" 30" 1414.4ck u/ REFERENCE
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Project Title: f-�oy Wr/D A&IZ /0/,Q^f Date:
Account ,No. : �"rL✓ 9$�iz '' // Designed:
Subject i /faw lu'(4r� va A VdL /f Checked:
= NOTES:
1. See Specification Section 05500 for stair fabrication and
installation.
2 . Specification for:
STEEL GRATING AND STAIR TREADS: Steel grating and stair treads
shall be Pressure Locked rectangular design, Tyre B, as manufactured
by IKG Industries . Main bars shall be 1" by 3/16" spaced 1-3/16"
center to center. Cross bars shall be of a rectanaalar cross
section, flush top and spaced 4" center to center. Main bars ar.d
cross bars shall be slotted at their intersection, so as nct to
remove excessive material from the load sustaining members. Ma'-n
bars shall be dovetail slotted and have their slots solidly filled
by the cross bars. Finish shall be hot-dipped Galvanized. Grating
ands treads shall to designed for a minimum unifor:a dis_ributed live
load of 100 psf with a deflection of less than 0 .25" . Treads
have a depth of tread of 12-1/6" and include a checkered plate
nosing. Attachment of crating and treads to the stringers sha'_1 be
by either bolting or welding per manufacturer' s reccmmm,erdaticns .
_ Page Of
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Project Title: �a MY /V° Date:
Account ,No. : 145 7 ,/ 953/7- Designed:
Subject; Raw &j,(I,— Va l✓e Vad1f Checked:
'= NOTES:
1. See Specification Section 05500 for stair fabrication and
installation.
2 . Specification for:
STEEL GRATING AND STAIR TREADS: Steel grating and stair treads
shall be Pressure Locked rectangular design, Type B, as manufactured
by IKG Industries . Main bars shall be 1" by 3/16" spaced 1-3/16"
center to center. Cross bars shall be of- a rectangular cross
section, flush top and spaced 4" center to center. Main bars and
cross bars shall be slotted at their intersection so as not to
remove excessive material from the load sustaining members. Main
bars shall be dDvetail slotted and have their slots solidly filled
by the cross bars. Finish shall be hot-dipped galvanized. Grating
ands treads shall be designed for a minimum uniform distributed live
load of 100 psf with a deflection of less than 0 .25" . Treads shall
have a depth of tread of 12-1/6" and include a checkered .plate
nosing. Attachment of grating and treads to the stringers shall be
by either bolting or welding per manufacturer' s recommendations.
- - - Page Of
PREPARED BY
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Fioject Title: h'o 11✓ W7-10 Date
Account No; FTG✓9S3(Z Calc. No: Designed:
Subject Checked:
Y REFERENCE
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Project Title: h'o//ii 1-17-20 Date .
Account No; Calc. No: Designed:
Subject �zeroica� T.Jec�io� /r�,r„�t�' %�u4t,'c�,�io., Checked:
REFERENCE
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Project Title: �/O ,, �✓rP , Date
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Account No; FTIn/g53(Z Calc. No: Designed:
Subject Clz�.ti��Q/, zChecked:
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Project Title:_ A IZ /VoDate:
Account ,No. : FTW g_T3/Z Designed:
Subject: /f�ow &tfcl_ Uo A V4 u11 Checked: i
= NOTES: _
_ 1. See Specification Section 05500 for stair fabrication and
- installation.
2 . Specification for:
STEEL GRATING AND STAIR TREADS: Steel grating and stair treads
shall be Pressure Locked rectancular design, Type B, as manufactured
by IKG Industries . Main bars shall be 1" by 3/16" spaced 1-3/16"
center to center. Cross bars shall be of. a rectangular cross
section, flush top and spaced 4" center to center. Main bars and
cross bar's shall be slotted at their intersection so as not to
remove excessive material from the load sustaining members. Main
bars shall be dovetail slotted and have their slots solidly filled
by the cross bars . Finish shall be hot-dipped galvanized. Grati.^.c
ands treads shall be desianed for a minimum uniform distributed live
load of 100 psf with a deflection of less than 0.25" . Treads &,..all
have a depth of tread of 12-1/8" and include a checkered _plzte
nosing. Attachment of grating and treads to the stringers shall to
by either bolting or welding per manufacturer' s reccrmne-Ida tions.
. _ 0 F 7•F (�
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• ANTONIO DIAZ
:...........................:...
2713
+FSG�STER
Page Of _