1990-031-RES WHEREAS, the City Council of the City of heretofore, in Resolution No. 89-135, award the the Drainage
RESOLUTION NO. 90-031
WHEREAS, the City Council of the City of Paris did
heretofore, in Resolution No. 89-135, award the contract for
the Drainage Structures on Big Sandy Creek Tributary Number 6
at 26th S.E. Street, Culbertson Street and Hubbard Street
Project to Shuster & Walker, Inc. of Sherman, Texas; and,
WHEREAS, the City Engineer, Earl Smith, acting as
project engineer of said project recommends the amendment of
said contract by Change Order No. One and Final attached
hereto as Exhibit "All, which provides for a net decrease in
contract price of $4,000.42 for a total of $80,419.58 to
adjust As-Bid Quantities to As-Built Quantities, and such
form should be approved, and the Mayor should be authorized
to execute the same; NOW, THEREFORE,
BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF
PARIS, that the Drainage Structures on Big Sandy Creek
Tributary Number 6 at 26th S.E. Street, Culbertson Street and
Hubbard Street Project contract is hereby amended by Change
Order No. One and Final attached hereto as Exh i bit "A",
providing for a net decrease in contract price of $4,000.42
for a total of $80,419.58 to adjust As-Bid Quantities to
As-Built Quantities, which is in all things approved; and,
BE IT FURTHER RESOLVED, That the Mayor of the City of
Paris, Eric Clifford, be, and he is hereby authorized and
directed on behalf of the City of Paris to execute said
Change Order No. One and Final.
Passed and adopted this 9th day of April, 1990.
Eric S.
ATTEST:
/
CHANGE ORDER
(Instructions on reverse side)
No. One & Final
PROJECT:Drainage Structures on Big
Sandy Creek Trib.#6 at 26th S.E.,
OWNER: Culbertson, and Hubbard Streets.
City of Paris
DATE OF ISSUANCE:
(Name,
Address)P .0. Box 9037
Paris, Texas 754610-9037
CONTRACTOR:
Schuster & Walker, Inc
P.O. Box 2832
Sherman, TX 75090
CONTRACT FOR:
Drainage Structures
OWNER's Project No.
45.39
ENGINEER: City Engineer
City of Paris
ENGINEER's Project No.
You are directed to make the following changes in the Contract Documents.
Description: see attached schedule of quantities
Purpose of Change Order: To Adjust AS-BID Quantities to
AS-BUILT Quantities
Attachments: (List documents supporting change)
Exhibit A - Schedule of Quantities
CHANGE IN CONTRACT PRICE:
CHANGE IN CONTRACT TIME:
Original Contract Price
Original Contract Time
$
84,420.00
210 days June 2, 1990
days or date
Previous Change Orders No.
to No.
Net change from previous Change Orders
$
-0-
-0-
days
Contract Price prior to this Change Order
Contract Time Prior to this Change Order
$
84,420.00
210 days June 2, 1990
days or date
Net Inc~(decrease) of this Change Order
Net Increase (decrease) of this Change Order
$
4,000.42
-0-
days
Contract Price with all approved Change Orders
Contract Time with all approved Change Orders
$
RO,41Q ,R
210 days June 2. 1990
days or date
RECOMMENDED:
APPROVED:
CITY OF PARIS, PARIS, TX.
APPROVED:
by
by
Engineer Eric S. CllMef orn, Mayor
ElCDC No. 191O-8-B (1983 Edition) ATTEST:
attie r.unnlnl! .am . Ci tv r. erk .
Prepared by the Engineers' Joint Contract Documents Commlllee and enaorsed 6y rue AssohateOGeflerciT onfraclors of Amenc
by
Contractor
Rcpnnlcd jll\j
.EXHIBIT A
ATTACHHENT TO CHANGE ORDE~ NO. 1 AND FINAL
PROJECT:
r lBIT A SCHEDULE OF QUANITIES
Drainage Structures on Big Sandy Creek Tributary #6 at 26th S~E.,Culbertson,
Hubbard Street.
mINER:
City of Paris, Paris, Texas
CONTRACTOR:
Schuster & Halker, Inc
o~mER'S PROJECT NO.:
45.39
QUANITITY
UNIT PRICE
TOTAL
ITEH
4. Replace Existing ( 6 LF ) $35.00 ($210.00)
12" San. Sewer
with 12" D. LP.
complete in-place
5. Replace existing (10 LF) $35.00 ($350.00)
10" San. Sewer
with 10" D. LP.
complete in-place
6. Replace existing (10 LF) $35.00 ($350.00)
8" San. Sewer
with 8" D. LP.
complete in-place
10.. 1~" HMAC Overlay (147.03 8Y) $22.08 ($3,246.42)
with tack coat and
milling operations
complete
TOTAL PRICE DECREASE ($4,156.42)
12. Materials Testing LS $156.00 $156.00
TOTAL PRICE INCREASE $156.00
NET DECREASE TO CONTRACT PRICE
$4,000.42