HomeMy WebLinkAboutBig D's Construction Change Order No. 1 CP7-WT-2R-13-02 East Side Booster StationCITY OF PASCO
PUBLIC WORKS DEPARTMENT
CONTRACT CHANGE ORDER NO. 1
Project No: CP7-WT-2R-13-02 Project Title: East Side Booster Station Upgrade (BS 2.1)
Contractor: Big D's Construction, 3902 N Swallow Ave, Pasco, WA 99301
Description of Change: Refer to Backup Sheet
Detail as Appropriate: Refer to Backup Sheet
Contract Bid Amount: $ 776,284.00
SALES TAX @ 8.6%: $ 66,760.42
Total: $ 843,044.42
PREVIOUS CHANGE ORDER
CURRENT CHANGE ORDER
Subtotal $ -
Subtotal $
17,041.57
Sales tax @ 8.6% $ -
Sales tax @ 8.6% $
1,465.58
Total $ -
Total $
18,507.15
Total Change Orders To Date $ 18,507.15
New Contract Amount $ 861,551.57
IS CONTRACT TIME AFFECTED BY THIS CHANGE ORDER YES NO
Contract Time Prior to this Change Order ................................................... 125
Modification to Contract time by this Change Order ....................................... 5
Revised Total Contract Time.................................................................... 130
It is mutually agreed by both parties that this Change Order fully describes the change(s) that is (are) being
made and that the compensation for this Change Order is full and complete and is the only compensation
due or owing for this Change Order. Further, it is mutually agreed that this document will supplement the
present Contract Documents and that the provisions of the previously executed Contract Documents shall
apply to this Change Order.
AGREED TO AND ACCEPTED: APPROVED:
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CONSTRUCTION MANAGER D6te
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PR
PER EA:
PROPOSED 16"x16"x16" TEE
16" DI GATE VALVE W/PLUG/CAP
N=332413.04 E=1999282.57
INV=394.75
PER EAST SIDE BSP UPGRADE
PROPOSED 16"x16"x16" TEE
16" DI GATE VALVE W/PLUG/CAP
N=332413.04 E=1999282.57
INV=394.75
PER EAST SIDE BSP UPGRADE
MIN COVER
INSTALL 84 LF 16" 0 DI CL.52
RESTRAIN JOINT
DEFLECT AS REQUIRED
INSTALL 84 LF 16" 0 DI CL.52
EXISTING GRADE RESTRAIN JOINT
DEFLECT AS REQUIRED
PROPOSED 16" 0 DI CL.52
PER EAST SIDE BPS UPGRADE
PROFILE
PROPOSED 16" 0 DI CL.52 PER
OREGON AVENUE WATERLINE
I INSTALL 16"x16"x16" TEE
�2 N=332442.75 E=1999363.59
INV=386.18
OR STA. 168-54 PER
E
OREGON AVENUE WATERLINE
ROTATE TEE APPROX. 10°
CLOCKWISE FROM HORIZONTAL
PROPOSED 16" 0 DI CL.52 PER
OREGON AVENUE WATERLINE
INSTALL 16"x16"x16" TEE
N=332442.75 E=1999363.59
INV=386.18
OR STA. 168-54 PER
OREGON AVENUE WATERLINE
ROTATE TEE APPROX. 10°
CLOCKWISE FROM HORIZONTAL
NOTES:
ALL TRENCH RESTORATION SHALL BE PER COP STD DWG. NO. 1-5
Know whaNs below.
Cell beiwe you dig
FUL 5�-SYlE N ITER I" . 5
Iwr s�—s^xE N BET: I" . 10
151
MWO
GENERAL NOTES:
ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY
OF PASCO STANDARDS AND SPECIFICATIONS.
THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE
SHOWN IN AN APPROXIMATE WAY ONLY AND MAY NOT SHOW
ALL UTILITIES WITHIN CONSTRUCTION LIMITS.
THE CONTRACTOR SHALL DETERMINE THE LOCATION OF ALL
EXISTING UTILITIES, KNOWN AND UNKNOWN, BEFORE
CONSTRUCTION BEGINS, THE CONTRACTOR AGREES TO BE
FULLY RESPONSIBLE FOR ALL DAMAGES WHICH MIGHT BE
OCCASIONED BY THE CONTRACTORS FAILURE TO LOCATE AND
PRESERVE ALL UNDERGROUND UTILITIES. CALL TWO BUSINESS
DAYS BEFORE YOU DIG.
CONTRACTOR SHALL REPLACE ALL DISTURBED STRIPING.
THE MAXIMUM JOINT DEFLECTION FOR VERTICAL GRADE
CHANGE IS EQUAL TO ONE—HALF (1/2) OF THE
MANUFACTURER'S RECOMMENDATION.
THE PROFILE SHOWS AN AVERAGE DEFLECTION OF TWO
Q
DEGREES PER JOINT.
re
NOTES:
ALL TRENCH RESTORATION SHALL BE PER COP STD DWG. NO. 1-5
Know whaNs below.
Cell beiwe you dig
FUL 5�-SYlE N ITER I" . 5
Iwr s�—s^xE N BET: I" . 10
151