WA9601B-CS 981023 21~-561-0204
1~/23/1998 17:88 21~-3~>='~28~ SHIME~<, JACOBS~
TRANSMITTAL OF ADDE
*****************************************************,
INSTRUCTIONS:
Acknowledge receipt of Addenda in Proposal, on outer envelope o
BELOW FAXED TO (214) 361-0204 upon receipt.
Addendum Acknowledgment FAX to (214) 361-0204
I (Contractor' ~,
Acknowledge the receipt of Addendum No. l
· City of: City of Coppoll, Texas
:'!ia. Project Name: SANDY LAKE ROAD WATER LINE
: :i!:;~· PROJECT NO. WA 96-01A; BID NO. Q1Ot.
"' By Facsimile Transmission on this date: October 23, 1998
Contractor's Signature
"PLEASE SIGN & FAX THIS PAGE BACK TO SJ&F"
(as verification that you received this Fax)
(214) 361-0204
Total Number of Fax Pages: 3
18/23/1998 17:88 214-3G1-8284 SHIMEK,JACOBS~NKLE PAGE 82/83
CITY OF COPPELL, TEXAS
SANDY LAKE ROAD WATER LINE
PROJECT NO. WA-96-011 e) BID NO. Q1098-01
i 7. ADDENDUM NO. ;t
October 23, 1998
The plans and specifications for the construction of the City of Coppell, Texas, Sandy Lake Road Water Line
project, for which bids are to be received until 2:00 p.m., October 27, 1998, are hereby modified as follows:
':., ..i!~7~' 1. Refer to the Construction Plans. The following note applies to all sheets:
2. "Unless otherwise noted in the plans and specifications, vegetative cover is to be re-established in all
disturbed areas in accordance with NCTCOO Item 3.10, and the City of Coppei1 Special Provisions to
Item 3.10 (page 4-13 of the project speci~cataons)" No separate pay item.
3. Refer to Sheet 7 of 11 of the Construction Plans. Revise the Grass Sod replacement notation to read "Sta.
51+75 to 68+75. This change is made to be consistent with the same note on construction plan sheets 5
and 6.
4. Refer to construction plan sheet 8 of 11. Clarification - Work items on this sheet shown m a "clouded
border" is included in this contract and these items are quantified in the proposal and bid schedule.
5. Refer to constr~tction plan sheet 10 of I 1. At water line station 100+20, the vertical grade of the 24-inch
water line will be lowered by approximately 1-0 feet to avoid conflict with a future sanitary sewer. The
grade adjustment will begin at station 99+00 and transition back to the original grade at station 101+28'27-
The future samtan/sewer is not expected to be constructed until after complction of this project. Revised
const~xction plans showing this grade adjustment will be published to the successful contractor.
:~. 6. Refer to construction plan sheet I 1 of 11, Station 11+54.74. The material of the existing 16-inch water
!:;:.,- line is unknown. If the existing 16-inch pipe is a concrete cylinder pipe, the tapping sleeve and valve shall
!'' be revised to a 16" x 14" TS&V.
7. Refer to the Specifications, page 1-3, Instruction to Bidders, paragraph 2. Scope of Work: The scope of
work described in this paragraph is hereby revised to match the estimated quantities identified in the
Notice to Bidders sl~own on page 1-2 of the specifications.
8. Refer to the Specifications, page 1-10, Instruction to Bidders, paragraph 29. Maintenance Bond. Add the
following sentence to this paragraph: "The two year maintenance bond shall be in the amount of fifty
percent (50%) of the final contract price."
9. Refer to the Proposal and Bid Schedule. Revise the estimated quantities of the following bid items: · Item No. 6: S~rikethe estirnatedquantity ofleL.F. andreplacewitl~lS L.F.
· Item No. 7: S~rike the estimated quantity of 141 L.F. and replace with 304 L.F.
· Item No. 27: Strike the estimated quantity of 47 S.Y. and replace with 90 S.Y.
· Item No. 28: Strike the estimated quantity of 41 S .Y . and replace with 315 S .Y.
10. Refer to the Standard Form of Agreement, page 1-29, Article 1. Work. The description of the work and
estimated quantities are hereby revised to match the description in the Notice to Bidders. The final
executed document of this agreement wilI be revised accordingly.
i!~: ~¢~,~,,~-, ~0~,,.~0,,~,,~a_.o, ~,¢ Page 1 of 2 Addendure No. I
1~/2~/1998 17.' ~8 21~-361-~28~ SHI~EK, JACOBS&FINKLE PAGE
11. Refer to the Ci~ of Coppell Supplemen~ Conditions, page 1-39, Item 1.15 Sure~ Bonds. Add the
following to this section: "The Maintenance Bond shall be issued in ~ amount equal to 50% of~e final
contact price."
12. Refer to the Ci~ of Coppell Supplm~t~ Conditions, Sec~on 2 - Specific Project Requiremerits, page
2-4, para~'aph 2.13 Warning Devices: Stoke the last s~tenee m this p~a~aph in its entire~ and replace
with the fbllowing: Traffic Con~ol and Ba~icade DeUces shall be paid for at ~e conUser unit price as
pro~ded in the propos~ and bid schedule and will be paid for based on the p~cemage of work complete.
I3. Refer to the Ci~ of Co~ell Suppl~t~ Conditions, Section 2 - Specific Project Requirements, page
2-6, p~agraph 2.20, Water for Cons~c~on. Replace ~is para~aph in its entire~ wi~ ~e p~agaph
below:
"WAIER FOR CONSTRUC~ON: ~e Con~aotor shall rake ~e neces~ ~angement for sec~ing
and Uanspo~ng all water mqu~d m ~e eons~a~, including water r~uired for mixing of c~crete,
sprinMing, flushing, flooding, orj~ng. ~e Con~actor ~hall pro~de water as required at his o~ expose.
A cons~ction met~ ca be picked up at ~e Ci~'s Public Works office. ~e Ci~ will pro~d6 necessm~
water to test the waterline."
14. Refer to the City of Coppell Su~lem~ta~ Conditions, Section 2- Specific Project Requirement, page 2-
6. Add the following paragaph to ~is section:
2.22 TESTING L~O~TORY SER~CE: ~e O~ shall make ~rangments ~th an independent
laborato~ acc~table f~ all bae~ll eompac~on, con~ete and oth~ testing as requ~ed by the
consmtction plans and st~d speci~cah~s. ~e Con~actor s~ll be~ all related costs of retest, or
reinspections. ~e Con~ctor shall noti~ ~e ~G~ER in a timely mser of when and where tests
or in~ect~ons are to be made so ~at they may ~ p~s~t. One copy shall be promded m the Con~actor
of aH reports ~d lab~to~ test ~lts. Testing by the Ci~ does not alleviate te Con~actors'
responsibili~ for his os qu~ ~s~c~q~li~ con~ol testing. Con~actor shall replace any
deficient cons~ction items.
15. Refer to ~e S~ciaI C~ditions, page &2, SC.4 -Scope of Work: Re~se the sc~e of w~k in this para~aph
to match ~e esmated qu~h~es sho~ in ~e Notice m Bidders.
16. Refer to ~e Special Conditions, ~ge 4-9, SC. 38 - hndscape & Tree Tma~ents. R~ise the s~tion limits
for the solid block sod sho~ m ~e 1~ p~a~aph of ~s sec~ to S~on 51+75 to Station 68+75. Add ~e
follo~ng: "Solid bl~k sodding s~l be ~id for ~m ~e station limits idenUfied and at a ~dth not to
exceed 20-feet. If addition ~d~ of sod is required m re~ ~e ~ea to its original or be~er condition, it shall
be replaced at the con~actor's sole expel.
17. Refer to ~e Ci~ of Coppell Special Pro~sions to ~e NCTCOG Standard Specification - Cons~uction
Methods, page 4-13, Item 3.10.1. Add ~e Bllo~ng s~t~ce to ~e end of this section. "In addition to ~e
75% to 80% coverage, a minimum of ~e (1) inch in height, a stud of ~ass shall be f~er defined as being
mowed at least one ~me by the con~ac~r at the d~ec~on of ~e Ci~ of Co~ell.
18. Refer to the cons~uction plus. ~ere ~e 24-inch wat~ line is to ~ installed by boring ~demeath ~ees, the
bore may be accomplished by ~e "wet bore" me~od.
19. Bidders shall ac~owledge receipt of Addendure No. 1 in the space ~ovided in ~e Proposal and on the
outer envelope. of the~ bid, ~d by faxlng back the "Tran~mi~al of Addendure Ac~owledgment
Sheet" to Shimek, Jacobs & FlnMea, L.L.~...at {214) 361-0204.
SHIMEK, JACOBS & FINKLEA, L.L.P.
CONSULTING ENGINEERS
DALLAS, TEXAS
i,~,~,,~,,~6-,s0x,;,~,x~a~,,d~,x,a~_~o~ ~o~ Page 2of 2 Addendurn No. ]