1989-0222604L
NO -
AN ORDINANCE AUTHORIZING THE EXECUTION OF A CHANGE ORDER TO A
CONTRACT BETWEEN THE CITY OF DENTON AND SUNMOUNT CORPORATION,
PROVIDING FOR AN INCREASE IN THE CONTRACT PRICE, AND PROVIDING AN
EFFECTIVE DATE
WHEREAS, on September 6, 1988, the City awarded a contract
for the construction of certain improvements to the Bolivar
Street Project in the amount of $669,519 71, and
WHEREAS, the City Manager having recommended to the Council
that a change order be authorized to amend such contract with
respect to the scope and price and said change order being in
compliance with the requirements of Chapter 252 of the Local
Government Code, NOW, THEREFORE,
BE IT ORDAINED BY THE COUNCIL OF THE CITY OF DENTON
SECTION I That the change order to the contract between the
City an unmount Corporation, a copy of which is attached
hereto, in the amount of $109,420 00, is hereby approved and the
expenditure of funds therefor is hereby authorized
SECTION II That this ordinance shall become effective
imme ate y upon it passage and approval
PASSED AND APPROVED this day of , 1989
r
RAYS PEN MAYOR
ATTEST
J FE ALTERS, CITY SECRETARY
APPROVED AS TO LEGAL FORM
DEBRA ADAMI DRAYOVITCH, CITY ATTORNEY
BY
CITY OF DENTON CHANGE ORDE
1
Division (Department) 2
Purchase Order No
3 Change Order No
Public Works/Engineering
86137
1
4
Name of Project 5
Project Acct No
6 Date Prepared
Bolivar Sewer
624-008-0471-9114
Feb 9 1989
7
Name and Address of Contractor
Sunmount Corp - P 0 Box 1770
- Roanoke, Tx 76262
8
Description of Work Included
in Contract - Complete
rebuild Bolivar Street -
University to Highway 77
9 Changes ordered and reason ordered List individual changes as A, B, C, D, etc
Install 10 waterline - During street construction, line found to be shallow in
depth and had a history of main breaks Upgrade waterline to Master Plan of
City
10
Bid
Original
Contract
Revised
Negotiated
Original
Revised
Contract
Item
Estimated
Unit
Estimated
C 0 Unit
Estimated
Estimated
Changes
No
Quantity
Price
Quantity
Price
Cost
Cost
A EXTRA 10 Waterline - See attached letter for -0- 109,420
B Cost Breakdown
Total Total
-0- 3109.420
Original Contract Price $ 669,519 71 Increase in Contract Price
New Contract Price 778.939 71 Decrease in Contract Price
12 Contract time increased by 30 days New contract time 110 days
THE AFOREMENTIONED CHANGE, AND WORK AFFECTED THEREBY, IS SUBJECT TO ALL
CONTRACT STIPULATIONS AND COVENANTS
13 ISSUED FOR REASONS INDICATED ABOVE
14 ACCEPTED BY CITY ENGINEER
15 ACCEPTED BY CONTRACTOR
%K'1"W-Q Z-9-89
upervisor Date
Title D e
16 ASSISTANT CITY MANAGER
DIRECTOR OF UTILITIES
CONDITIONS OF APPROVAL
Signature Title Date
Signature Title Date
17 PURCHASING/FINANCE
Signature Title Date
COUNCIL APPROVAL (If needed) Date
0637E
Awall,
SUNMOUNT
CORPORATION
GENERAL CONTRACTORS
P 0 BOX 1770
ROANOKE TEXAS 76262
817/648 2741
METRO 817/430 0552
February 8, 1989
Mr Jerry Clark,
City Engineer
City of Denton
215 E McKinney
Denton, TX 76201
REFERENCE BOLIVAR STREET
PROPOSED 10 INCH WATER LINE
Dear Mr Clark
In order that Sunmount and the City agree to the conditions of the new Sunmount
quotation, we have included the following summary
A Mainline includes
1 ± 3,200 10 inch DR 18 @ 900 pipe
2 6 each 10 inch MJ valves
3 Sand as required
4 6 inches 2 sack concrete cap
5 Labor, equipment and traffic control for the above work
Price 3,200 1 f @ $27 29 1 f = $87,328 00
B Hydrant installation includes
1 Mainline 10" x 10" x 6" T
2 6 inch pipe as needed
3 Thrust blocks and gravel as required
4 Labor to install
* Note City to furnish hydrant, valve and valve box
Price 7 each @ $690 00 each = $4,830 00
C Stubs include
1 Mainline T 10" x 10" x 101', 8" or 6" (as required)
2 Labor to make the connections
* Note City to furnish valve, valve box, and miscellaneous fittings
as required to make the connections
Price 6 each @ $700 00 each = $4,200 00
Awk
D Services include
BOLIVAR STREET
PAGE TWO
i Saddles, 1" copper pipe, corp & curb stop
2 Labor to stub services into the meter box
* Note City to accomplish the final tie ins
Sunmount has 18 each services to be paid yet under the original
paving and drainage contract This leaves 42 each to be paid here
Price 42 each @ $311 00 = $ 13,062 00
Estimated Total $109,420 00
Sunmount requires 30 working days to accomplish this water line We would
abandon any claim we may have for delays or idle equipment time that can be
attributed to this particular situation if this matter can be settled
promptly Please call if you have any questions concerning the above
summary Your expedience in this matter will be appreciated
Sincerely yours,
SUNMOUNT CORPORATION
Thomas R Barber
Plant Manager
TRB/cs
cc SLM
10" WATER LINE COST COMPARISON
DESCRIPTION
Contractors Warranties
and Understandings
10" PVC Water Line
10' D I Water Line
Cast Iran Fittings
6' sate Valve
It, sate Valve
3/4' Niter Service
1' Water Service
Asphalt Patch
Barricades
Saw Cut Existing Cancre
18' Bore and Casing
Fire Hydrant Installatt
Excavation Protection
PROJECT TOTALS
EQUIVALENT PROJECT COST 3/LF
Hasty Fowler Const CO Sunmount Corporation
Bolivar 10" WL Bolivar 10' WL
Univ to Ross Ross to HWV77
UNIT
QUANITY UNIT UNIT PRICE TOTAL QUANTITIES UNIT PRICE TOTAL
- - -
1 00 LS 3888 BB 3,008 Be f I
860 08 LF 14 00 12,848 80 f 1 3,288 88 LF 27 29 $87,328 08
238 88 LF 16 08 3,888 08 I N/A
1,227 88 LS 5 Be 6,135 08 f
2
81
EA
375
88
758
08 f I
4
88
EA
775
08
3,100
I
BB e I
13
00
EA
265
00
3,445
08 f I
2
00
EA
298
88
588
08 f I
8
88
TON
35
Be
8
88 I
1
88
L8
3000
80
3,080
88 I
42
88
LF
3
08
126
00 I
230
88
LF
180,88
23,000
08
2
88
EA
1,835
80
2,878
08 f I
2,616
00
SF
1
08
2,616
00
,
$63,678 88 I
$36 19 I
1,650 88
N/A
le BB
N/A
42 88
N/A
N/A
N/A
N/A
7 88
N/A
f These items only are considered in determining the EQUIVALENT PROJECT COST for
Bolivar 18' Water Line from University to Ross These costs reflect actual installed items
ff Unit Price cost of gate valves is included in the Unit Price cost of 10' PVC Water Line
fff EQUIVALENT PROJECT COST 311.F comparison equates projects on an equal basis
That is, no Excavation Projection, Barricades, Saw Cut, Bores, etc are considered
because these items are not necessary for the completion of the 10 WL installation
from Ross to HNY 77
LB 2 55 4,287 58
EA ff 8 88
EA 311 08 13,862 88
EA 698 00 4,838 88
$189,427 58
$34 28
- - - - - - - - - - - - - - - - - - -
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