ORDER NO. 16301
APPROVAL OF PAYMENT OF ADDITIONAL AMOUNT OF $1,270.40 TO THE
STATE DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION FOR
CONSTRUCTION OF CONCRETE CURB WITHIN THE LIMITS FROM STATE
HIGHWAY 16 SOUTH OF KERRVILLE TO SOUTHEAST APPROXIMATELY 2
MILES ON LOOP 534
On this the 26th day of September 1985, upon motion made by
Commissioner Higgins, seconded by Commissioner Guthrie,
with Commissioners Higgins, Lich and Guthrie and County Judge
Morriss voting "AYE" and Commissioner Holland voting "NAY",
said motion carrying by a majority vote, approving payment
to the State Department of Highways and Public Transportation
in the amount of $1,270.40 for construction of a concrete
curb and incidental items within the limits from State Highway
No. 16, South of Kerrville to Southeast approximately 2 miles
on Loop 534. (This is an additional amount above the $8,900.00
previously paid in August of 1985, as the bid price of the curb
was more than estimated during the planning stage).
It is ordered by the Court that the County Treasurer and County
Auditor be authorized to draw a voucher on the Loop 534 Right of
Y7ay Fund in the amount of $1,270.40, payable to the State Depart-
ment of Highways and Public Transportation for the additional
cost.

COMMISSION
ROBERT C. LANIER, CHAIRMAN
ROBERT N. DEDMAN
JOHN R. BUTLER, JR.
Project:
Control:
Highway:
County:
S"PATE DEI'AR"I'MEN'f Of HIGHWAYS
ANU PUBLIC 'T'RANSPORTATION
P. 0. Box 951
Kerrville, Texas 78029
September 25, 1985
GD 609-1-15
609-1-15
Loop 534
Kerr
Hon. Gordon S. Morriss
Kerr County Judge
Kerr County Courthouse
Kerrville, Texas 78028
Dear Judge Morriss:
ENGINEER-DIRECTOR
MARK G. GOODE
IN REPLY REFER TO
FILE NO.
The contract on the above project was let and the bid price of the curb was
more than estimated during the planning stage. As per the agreement signed
by the County, any overrun will require the County to increase the escrow
funds.
The required additional escrow fund is $1,270.40. The estimated cost per
foot was $3.85 with the actual bid price being $4,40. Figures showing the
difference are as follows:
2,312 LF @ $3.85 = $8,901.20
2,312 LF @ $4,40 = $10,172.80
Difference $1,270.40
We hope this explains the additional cost.
Please expedite the above request so that the contract will not be delayed.
Your cooperation in this matter is appreciated.
Sincerely,
Bill M. Tucker
Sr. Resident Engineer
CAB: j b
IB9~~a~ 1986