HomeMy WebLinkAbout2015C CCO 03 Revised.pdf COUNTY OF FRESNO
CONSTRUCTION MANAGEMENT
CONTRACT CHANGE ORDER
JAMES BYPASS BRIDGE REPLACEMENTS ON MANNING AVENUE CHANGE ORDER NO. 03
3 MILES EAST OF COLORADO AVENUE JANUARY 13, 2022
FEDERAL AID NUMBER: BRLS-5942(233) PAGE 1 OF 2
CONTRACT NO. 20-15-C
TO: VIKING CONSTRUCTION COMPANY, INC.:
Make the following changes to the plans and specifications or do work not in the plans and specifications for
this contract. Because of the change(s), FIVE (5) -WORKING DAYS will be added to the contract time.
PART I: MODIFY GIRDERS AND ABUTMENTS/PIERS
This change was requested by the Contractor.
In accordance with Section 4-1.05, "Changes and Extra Work," of the Standard Specifications, eliminate the
dropped girder ends as shown on the original Plans, and revise the abutments/piers for both bridges as shown
on the attached drawing. Fabricate the girders with straight bottoms and adjust abutments/piers elevations with
secondary pour after the road closure has been instituted and the existing bridge demolished and removed
from the work zone. Since this change is being made at the Contractor's request, any impacts associated with
this change, including additional materials needed, placement of such, cure time, and any impacts to the road
closure timeline including assessment of liquidated damages if time is overrun, will be absorbed by the
Contractor. No additional compensation, nor additional time will be allowed.
TOTAL COST PART I: $0.00 (NO COST)
TOTAL TIME EXTENSION PART I: ZERO -WORKING DAYS
PART II: REMOVE UNFORSEEN BURIED OBJECTS AND CONCRETE IN THE ABUTMENTS AREAS;
AND REPALCE DAMAGED TEMPORARY TRAFFIC CONTROL DEVICES — EXTRA WORK
This compensation adjustment was requested by the Contractor.
In accordance with Section 4-1.05, "Changes and Extra Work," of the Standard Specifications, remove the
buried underground objects and concrete blobs in the abutments areas, and replace the damaged (by the
public traffic) temporary traffic control devices as extra work. Perform all work according the applicable
sections of the project Special Provisions and/or Standard Specifications. Payment for this work will be made
as extra work at Force Account according to Section 9-1.03," Payment Scope," of the Special Provisions; total
compensation for this work resulted in $8,671.84.
A total of five working days' time extension will be granted for performing this extra work in accordance with
Section 8-1.07B, "Time Adjustment," of the project Special Provisions.
TOTAL COST PART II: A $8,671.84 INCREASE
TOTAL TIME EXTENSION PART II: FIVE (5) -WORKING DAYS
Contractor We,the above signed contractor, have given careful consideration to the change proposed and hereby agree, if
Auditor Controller this proposal is approved,that we will provide all equipment,furnish all materials,except as may otherwise be
Business office noted above,and perform all services necessary for the work above specified,and will accept as full payment
Board Const.Management therefor the prices shown above.
_
RE/Arch.
Design If the Contractor does not sign acceptance of this order, his attention is directed to the requirements of the
specifications as to proceeding with the ordered work and filing a written protest within the time therein
specified.
COUNTY OF FRESNO
CONSTRUCTION MANAGEMENT
CONTRACT CHANGE ORDER
JAMES BYPASS BRIDGE REPLACEMENTS ON MANNING AVENUE CHANGE ORDER NO. 03
3 MILES EAST OF COLORADO AVENUE JANUARY 13, 2022
FEDERAL AID NUMBER: BRLS-5942(233) PAGE 2 OF 2
CONTRACT NO. 20-15-C
NET COST THIS CHANGE ORDER: A $8,671.84 INCREASE
NET TIME EXTENSION THIS CHANGE ORDER: FIVE (5) -WORKING DAYS
RGGdGI!'dS6x1(W000
Richard Stockwell(Jan 13,202214:04 PST)
Richard Stockwell, Resident Engineer
o�No.C80424
O/V
4� OF CA��
APPROVAL RECOMMENDED:
q��
Joseph C. Harrell, PE
Supervising Engineer, Design Division
VIKING CONSTRUCTION COMPANY, INC. 0 t45.��
Contractor Mandeep S. Sekhon, PE
Interim Construction Engineer
By Troy Crmons(Jan 18,202214:05 PST) APPROVED BY:
Vice President sl-oven E whi-i-e
Title Steven E White(Jan 18,202214:07 PST)
Steven E. White, Director
Jan 18, 2022 Public Works and Planning
Accepted Date:
Date: Jan 18, 2022
Contractor We,the above signed contractor, have given careful consideration to the change proposed and hereby agree, if
Auditor Controller this proposal is approved,that we will provide all equipment,furnish all materials,except as may otherwise be
Business office noted above,and perform all services necessary for the work above specified,and will accept as full payment
Board Const.Management therefor the prices shown above.
_
RE/Arch.
Design If the Contractor does not sign acceptance of this order, his attention is directed to the requirements of the
specifications as to proceeding with the ordered work and filing a written protest within the time therein
specified.
#6 x 4'-6" reinforcing pin in 3" dia formed
hole, extend 2' 8" into cap beam. Fill hole
with grout up to revised seat elevation. Fill
hole in precast slab with silicone complying #6 x 4' 6" reinforcing pin in 3" dia
with Section 51 —2.02B to 3" from top of slab. formed hole, extend 2 —8" into cap
Fill remainder of hole with polyester concrete beam. Fill hole with grout.
Construction Joints, during overlay pour. Construction Joint,
intentionally roughen intentionally roughen
to %4" amplitude #4 F �@ 1 2" to %4" amplitude #4 F �@ 1 2"
IT--
• — — — — — — — — — — — — — — — — — N F — — — — — — —
I
• Precast prestressed
71 — — _ _ _ _ _ _ Precast prestressed _ _ _ _ _ _ _ _ J J — — — — — — — concrete voided slab
I
concrete voided slab
. . . . . . . 2' 0" lap
o Revised seat elevation o Revised seat elevation
----------- _ 5 � or
�I total 2 @ each
I I
Seat elevation per pair of reinforcing Seat elevation per
• Contract Documents pins Contract Documents
#4 cont, tot 8
#4 cont, tot 8
#4 lapped with —� �_ #4 1 lapped with
each vertical each vertical
stirrup leg, typ. I _ _ • _ = stirrup leg, typ.
�I
Note: Note:
For details not noted, y For details not noted,
see Contract Documents X see Contract Documents
REVISED ABUTMENT DETAIL REVISED PIER DETAIL
ALL DIMENSIONS ARE IN
FEET UNLESS OTHERWISE SHOWN
DATE Scale Qaoressloro PROJECT DEPARTMENT OF PUBLIC WORKS&PLANNING
CORNERSTONE 986 W Alluvial Ave-Suite 201 Ica �n.lret`°�� F copes
DESIGNED MAW 1 11 22 ` '" F� JAMES BYPASS EAST CHANNEL 4
-structural Fresno, .3200nia93711 REVISED DETAIL FOR REMOVAL
DRAWN MAW 1 11 22 AS SHOWN _engineering 559.320.3200 e� A OF DROPPED GIRDER ENDS
CHECKED SMC 1 1 1 22 [3 ME group fax 559.320.3201 BRIDGE AT MANNING AVENUE
u}q SjroUCTUFp.���i ,c, BR. No. 42C0691 42C0692
REVISION FOR R/W DATA AND ACCURATE ACCESS DETERMINATION SEE R/W RECORDS AT PUBLIC WORKS Or CPU�F� Road No. S0900 Bridge No 42CO691/42CO692 FREs Drawing No. X Sheet No X of X
S:\2014\2014073 — Fresno County On Call Agreement 14-527\2014073A — James Bypass on Manning
Avenue\Construction\Sketches\2022 01-12 Revised Detail for Removal of Dropped Girder Ends.dwg — 1/12/2022 2:03 PM