HomeMy WebLinkAboutChange Order No. 5 - SB One-Way to Two-Way Conversion - Div B Proj No 116-001 - Rieth Riley1316 COUNTY -CITY BUILDING
227 W. JEFFERSON BOULEVARD
SOUTH BEND. INDIANA 46601-1830
CITY OF SOUTH BEND PETE BUTTIGIEG, MAYOR
BOARD OF PUBLIC WORKS
August 23, 2016
Mr. John A. Yadon
Rieth-Riley Construction Co., Inc.
25200 State Road 23
South Bend, IN 46614
PHONE 574,235-9251
FAx 574/235-9171
RE: Change Order No. 5 — South Bend, One -Way to Two -Way Conversion — Division B
Project No.116-001
Dear Mr. Yadon:
The Board of Public Works, at its meeting held on August 23, 2016, approved the above
referenced Change Order for an increase of $305,412.72, bringing the current contract amount
to $16,591,778.87.
Enclosed is a copy of the Change Order for your records.
If you have any further questions regarding this matter, please call this office at (574) 235-
9251.
Sincerely,
Linda M. Martin, Clerk
Enclosure
GARY A. GILOT DAVID P. RELOS ELIZABETH A. MARADIK JAMES A. MUELLER THERESE J. DORAU
CITY OF SOUTH BEND, INDIANA
DEPARTMENT OF PUBLIC WORKS
PROJECT CHANGE ORDER
DATE: 8/11/2016
PROJECT NO: 116-001 DIV B
PROJECT NAME: 116-001 South Bend One-way to Two-way Conversion
CONTRACT DATE: 2/26/2016
CHANGE ORDER NO: 5
SUBJECT OF CHANGE ORDER: PCR #5-Traffic Signal Improvment (change order 9) Landscape
Revision (Change Order 8) Ramp revision (Change Order 7)
The original contract sum
$
16,131,908.36
Net change by previously authorized change orders
$
154,457.79
The contract sum prior to this change order
$
16,286 366.15
By this Change Order, the project amount is
_
QX increased
Decreased $
305,412.72
The new contract sum including this change order
$
16,591 778.87
This Change Order represents a total change of
1.88 %
Total change for entire project
2.85 %
Original contracted completion date/time 6/1/2017
Extension of date/time by previous change orders 0 days
Date/time extension by this change order 0 days
New completion date/time 6/1/2017
CONTRACTOR RECOMMENDED FOR APPROVAL
CONS!— -joN MA-14AGER--
Rieth-Riley Construction CO. INC.
Company Name
25200 State Road 23
Address
South Bend, Indiana, 46614
City, State, Zip
CITY OF SOUTH BEND
BOARD OF PUBLIC WORKS
Approved Dale: 9 ;2 3/"20
)-u)`C
Gary A. Gilot, President
'- A �-
Therese J. Dora , mber
James A. Mueller, Member
Change Order No. 07
One- Way to Two -Way Street Conversion
Division B
Project No. 116-001
OWNER: City of South Bend
ENGINEER: American Structurepoint, Inc.
Patrick K. Wooden, P.E.
Professional Engineer No.
10504741 CONTRACTOR: Rieth-Riley Construction
PROJECT: One -Way to Two -Way Street Conversion
Project No. 116-001
SUBJECT: Revised Southeast quadrant of Main and Monroe
ISSUE DATE: June 10, 2016
This Change Order to the Contract document shall supplement, amend, and shall become a
part of, and be incorporated as an Addendum to the Contract.
The following is a summary and description of the revisions to the Contract by this Change
Order:
1. Structure and curb ramp revision in the southeast quadrant of the intersection of
Main and Monroe based on changed field information.
Sheet 1 of 3
Change Order No. 07
One- Way to Two -Way Street Conversion
Division B
The following sections of the Contract �dcumeonts a e revised as a result of the above changes:
BIDDING AND CONTRACT REQUIREMENTS-
1. Bid/Proposal Form:
Division B:
Subtract 2 CYS from Line Item 37: STRUCTURAL BACKFILL, TYPE 1, -2 CYS @
$21.60/CYS for a total deduction of ($43.20)
Subtract 1 TON from Line Item 43: WIDENING WITH HMA, TYPE D, -1 TON @
$110.00/TON for a total deduction of ($-110.00)
Add 2 SYS to Line Item 44: MILLING, ASPHALT, 1 % IN, 2 SYS @ $1.75/SYS for a
total addition of $3,50
Subtract 4 SYS from Line Item 87: CURB RAMP, CONCRETE, A, -4 SYS @
$140.00/SYS for a total deduction of ($-560.00)
Add 5 LFT to Line Item 100: CURB, CONCRETE, 5 LFT @ $19.00/LFT for a total
addition of $95.00
Add 4 SYS to Line Item 114: SODDING, BURSERY AND TOPSOIL, 4 SYS @
$4.30/SYS for a total addition of $17.20
Subtract 6 LFT from Line Item 160: PIPE, TYPE 2 CIRCULAR 12 IN, -6 LFT @
$24.00/LFT for a total deduction of ($-144.00)
Subtract 2 EA from Line Item 187: MANHOLE, C4, -2 EA @ $1,985.00/EA for a total
deduction of ($-3,970.00)
Add 1 EA to Line Item 191: MANHOLE, H4, 1 EA @ $3,375.00/EA for a total addition
of $3,375.00
SPECIFICATIONS:
NO CHANGE REQUIRED
DRAWINGS:
The following sheets have been revised and are issued as new sheets as a part of this Change
Order:
Sheet 2 —Revision Note No. 10 Added
Sheets 68 — Revised Curb Ramp and Structure locations and callouts
Sheets 68 — Revised Curb Ramp elevation details
Sheet 231 — Revised Structure Data Notes
END OF CHANGE ORDER NO. 7
Sheet 2 of 3
Project No. 116-001
Change Order No. 07 -
06/10/16
CITY OF SOUTH
BEND
PROJECT NAME: One -Way to Two -Way Street Conversion — Division B
PROJECT NUMBER: 116-001
Division B:
Item
No.
Description
Quantity
Unit
Unit Price
Total Amount
37
STRUCTURAL BACKFILL, TYPE 1
-2
CYS
$21.60
($43.20)
43
WIDENING WITH HMA, TYPE D
-1
TON
$110.00
($ 220.00)
44
MILLING, ASPHALT, 1 Y IN
2
SYS
$1.75
$3.50
87
CURB RAMP, CONCRETE, A
-4
SYS
$140.00
($-560.00)
100
CURB, CONCRETE
5
LFT
$19.00
$95.00
114
SODDING, NURSERY AND TOPSOIL
4
SYS
$4.30
$17.20
160
PIPE, TYPE 2 CIRCULAR 121N
-6
LFT
$24.00
(-$144.00)
187
MANHOLE, C4
-2
EA
$1,985.00
(-$3,970.00)
191
MANHOLE, H4
1
EA
$3,375.00
$3,375.--
OWNER: City of South Bend
Signature
CONTRACTOR: Rieth-Riley Construction
Signature
9-/5- /e
Date
�I
Project No. 116-I�II��)01 Ii1
Iull', ��I
Change Order No. 07 -
06/10/16
Change Order No. 08
One- Way to Two -Way Street Conversion
Division B
Project No. 116-001
OWNER: City of South Bend
ENGINEER: American Structurepoint, Inc.
Patrick K. Wooden, P.E.
Professional Engineer No. 10504741
CONTRACTOR: Rieth-Riley Construction
PROJECT: South Bend One -Way to Two -Way Street Conversion, Division B
Project No. 116-001
SUBJECT: Landscaping Revisions
ISSUE DATE: June 10, 2016
This Change Order to the Contract document shall supplement, amend, and shall become a part of,
and be incorporated as an Addendum to the Contract.
The following is a summary and description of the revisions to the Contract by this Change Order:
1. Eliminate planters being installed at the southeast corner of Main & Colfax
2. Revise bike-ped split area north of Colfax & St.Joseph
3. Widen sidewalk to Stiver Park entry
4. Revised Two -Way cycle track centerline marking label
The following sections of the Contract Documents are revised as a result of the above changes:
BIDDING AND CONTRA T REQU REMENTS
Bid/Proposal Form:
Division B:
Subtract 10 SYS from Line Item 18: SIDEWALK, CONCRETE, REMOVE, -10 SYS @
$4.75/SYS for a total deduction of ($-47.50)
Subtract 6 SYS from Line Item 82: SIDEWALK, CONCRETE, 4", -6 SYS @ $34.00/SYS for a
total deduction of ($-204.00)
Add 3 SYS to Line Item 116: BRICK, DECORATIVE, 3 SYS @ $113.00/SYS for a total
addition of $339.00
Add 2 EACH from Line Item 121: SHRUB, NO, 3 CONTAINER, 2 EACH @ $40.50/EACH for
a total addition of $91.00
Subtract 36 EACH from Line Item 122: PERENNIAL, NO. 1 CONTAINER -36 EACH @
$14.50/EACH for a total deduction of ($-522.00)
Subtract 21 EACH from Line Item 123: ORNAMENTAL GRASS, NO, 1 CONTAINER -21
EACH @ $18.50/EACH for a total deduction of ($-388.50)
Subtract 23 EACH from Line Item 124: GROUNDCOVER, PLUG -23 EACH @ $8.00/EACH
for a total deduction of ($-184.00)
Add 2 EACH to Line Item 129: BENCH, 2 EA @ $900.00/EACH for a total addition of
$1,800.00
I'
�; illy
bange Order No. 08
One- W4,y tp Two -Way Street Con
Division B
" 0roject No. 116-001 erston
SPEC (FICATIONS:
NO CHANGE REQUIRED
DRAGS:
The fol lowing sheets have been revised and are issued as new shee> *�
Sheet 2 -Revision Note No. 10 Added
Sheet 51 & 134 - A - Eliminate planters being install& Ly
Main & Colfax
Sheet 57 & 137 - A - Revise bike-ped split area north
of
Sheets 85, 116, and 137 - A - Widen Sidewalk to Stier
Sheet 136 - A - Modified plan 1 & 2
Sheet 138 - A - Revised plant schedule
Sheet 139 - Revised Two -Way Cycle Track centerline
END OF CHANGE ORDER NO. 8
iz�* ,�,
a part of this Change
e southeast corner of
Colfax & St.Joseph
Parma Entry
��rk��9 /abel
Project No. 116-001
Change Order No. 8 —
06/10/2016
CITY OF SOUTH
BEND
PROJECT NAME: One -Way to Two -Way Street Conversion — Division B
PROJECT NUMBER: 116-001
Division B:
z2
y2:
1865
Item
No.
Description
Quantity
Unit
Unit Price
Total Amount
18
SIDEWALK, CONCRETE, REMOVE
-10
SYS
$4.75
($-47.50)
82
SIDEWALK, CONCRETE, 4"
-6
SYS
$34.00
($-204.00)
116
BRICK, DECORATIVE
3
SYS
$113.00
$339.00
121
SHRUB, NO. 3 CONTAINER
2
EACH
$40.50
$91.00
122
PERENNIAL, NO. 1 CONTAINER
-36
1 EACH
$14.50
(-$522.00)
123
ORNAMENTAL GRASS, NOA CONTAINER
-21
EACH
$18.50
(-$388.50)
124
GROUNDCOVER, PLUG
-23
EACH
$8.00
(-$184.00)
129
BENCH
2
EACH
$900
$1,800.00
OWNER: City of South Bend
Signature
Date
CONTRACTOR: Rieth-Riley Construction
/' c_ -1�
Signature
?-r s -/ to
Date
Chan
One- way to TWO -Way
Order No• 09
WO -way Street Co
Division g nversion
OWNER: Project No. 116-001
ENGINEER: City
of South Bend
C- Ryan American Structurepoint, Inc.
Professional Engin an, P.E., PTOE
Engin CONTRACTOR:
Rieth-Riley Conseer No. 11400171
truction
PROJECT:
South Send 1One-Way to Tw° WaY Street
SUBJECT. Project No. Conversion
Strain Poles B
ATE;
ISSUE p Revision
JulY29, 2016
Is anhd Change Order to the Contract
incorporated document shall
as an Addendum suppieme
The following to the Contract. nt, amend, and shall
is a summary and become 1. Revise the traffic
signal
of a Part of,
final su the revisions to the
Poles. These chap PP' I of the intersections I stedract b Performed changes are detailed in Y this Chan
standard per the attached r Revision 9 and below fro ge Order.
drawings, evised standards Revision 10. m mast arms to strain
pIntersection pecifications All work is to be
oseph Street$ L and the attached revised
oc ti aSa❑ n
2.
3.
4.
5.
H
Revise the Station
traffic signal plans
& South treet. This to retain signal
Revise mast change Is detailed i final control at the i
at the intersect- callouts Revision 10. intersection of ectint of °f several sheets to Michigan Street
Revise pavement Michigan Street & So mimmize the
Street from a markings and si out Street. need for mast
two-wa 9ning at the inters arm relocations
Add permitted/protec edtleftCOntrolled interse ection of
Of the Lafayetteturn phasin ction a signal controlled
Street &South
Blvd & LaSalle qVe • g to the inters
mtersection.no�hbound and southbo—ection.
Amend intermediate co This work is
documents mpletion detailed in approaches
to account for dates and liquidated Revision 10.
Joseph Street. Chan quidated dams
changesin signal support t geS clauses in The followingtypes at several inte secctio s
sections of the Contract Documents are revised as a result of the above changes:
One- Change Order No.
Way to Tavo_ 09
Way Street Conversion
Division B
�► DiNG Project No. 116-001
AND r pNTRACT n�
�cCIN �Tc
1 B'd/Proposal Form
Division B:
Revise EWq Line Item
@ $120.00/E NO' 21: "TRAFFIC
ACH to 2>7 EACH SIGNAL EQUIPMENT
Revise EW @ $120,00/EACHfor REMOVE"
BASE'; from Lin EACH a TOtal Reduction °f ,fry °m 250 EACH
Item No. 228: `SIGNPOST SQUA $3,9960,06 ✓
Reduction M 907 50. i $14.50/EACH to RE �'PE 1, 888 EACH REINFORCED ANCHOR
Revise E @ '$14.50/EACH fora Total
WA Line Item No. 23g: "TESCO CABINET
W/R/NG, ETC. "
T°tallncrease offs m 21 EAC W/SINGLE S
2_ 5 0 . @ $6, 250. 00/EACH to 22 E q C SERVICE FOND
Revise H @ $6,250. NDAT/ON
EWA Line Item No. 240: 00/EA CH fora
$120. 00/EACH to 2g EACH @ STA
$120.00/EACH aND HOLE COVERS"
pV fro
Revise EWq Line Item No. Total Red ERS" m 38 EACH
$1250.00/EACH to 3 EACH 43. SIGNAL PO action of $1 080.00. @
@ $1,250.00/EAC PEDESTAL, 15FT'
Revise EWA Line Item No. H for a Total Re frOm 7 EACH
$1, 050.00/EAC 250: duction of $5, 000.000
H to 59 EACH HANDHOLE S/GNAL
Revise EWq Line Item No. @ $1'050.00/EAC ryPE 1 from 71
H for a Total Reduction of @
@ $185.00/EACH to 37 251' `HANDHOLE SIG 12 600. I.
, —
Revise @ $185.00/EACH or , A Increase TO GRADE" 34
Revise EWq Line Item No. 257:from
$58500/EACH S/G/�AL P of 555.00 EACH
to 47EACH @ $58500/EA y oSTAL FO(/NDAT/ONA„
Revise EWq Line Item a Total Reduction of from 57EACH @
$880.00/EACH to 36 EACH 58. SIGNAL POLE P 5 850.00 ✓
@ $880.00/EACH fora Total Reduction of
Revise EWq Line Item 'from 42 EACH
$5.20/LFT NO 261: -CONDUIT PV $5.280. ✓ @
to 14,252LFT ND C 2/N, S
@ $520/LFT fora TOta/ CHEDULE 80,, fro
Revise EWq Line Item Reduction of
FOUNDATION, TYPE NO. 272: `SIGNAL$3.702.40. m ' 964 LFT @
for a Total Reduction oA ' from 46 EACH CANTILEVER 70.00//EACH to RE
$24, 030. 0, ,/ DRILLED SHAFT
Revise EWq Line Item No. 274; LFT @ $2 670• 001EACH
37EACH@ $1240.00/EgC SIGNAL CANT/LEV
$12,400.00 % Hto27 ERST LFT@ $1,24000/EACHfora TE tRELOCAT
Revise H for a Total Reductio of from
EWA Line Item No. 275: `PAINTIFF/C
$3, 870.00/EACH to 21 EACH @ P IN TING
$3,870. N /EACH for
SIGNALS'; from 19 EACH @
a Total Increase of IL740.00✓
Change Order No. 09
One- Way to Two -Way Street Conversion
Division B
Project No. 116-001
Revise EWA Line Item No. 279: "TRAFFIC SIGNAL HEAD, 5-SECTION, 12' RED, AMBER
GREE, AMBER ARROW, GREENARROW; from 23 EACH @ $1,450.00/EACH to 24 LFT
@ $1,450.00/EACH fora Total Increase of$1,450.00. ✓
Revise EWA Line Item No. 288: `SIGNAL CABLE, CONTROL, COPPER 5C/14",, from 28,703
LFT @ $1.8OLFT to 31,365 LFT @ $1.80/LFT for a Total Increase of $4,791.60.
Revise EWA Line Item No. 289: `SIGNAL CABLE, CONTROL, COPPER 7C/14",, froyn 9,204
LFT @ $2.00LFT to 7,495 LFT @ $2.00/LFT for a Total Reduction of $3,418.00. ✓
Revise EWA Line Item No 349: "TRANSVERSE MARKING, THERMOPLASTIC, STOP LINE,
24IN" from 3 184 LFT @ $5.00/LFT to 3,280 LFT @ $5.00/LFT for a Total Increase of
$480.00. ✓
Add EWA Line Item No. 553: "SIGNAL STRAIN POLE, STEEL, 30FT7, 8 EACH @
$9,374.30/EACH for a Total Increase of $74,994.40.
Add EWA Line Item No. 554: "SIGNAL STRAIN POLE, STEEL, 36FT , 6 EACH @
$10, 964.20/EACH for a Total Increase of $65,785.20.
Add EWA Line Item No. 555: "SIGNAL STRAIN POLE, STEEL, INSTALL", 2 EACH @
$1, 619.80/EACH for a Total Increase of $3,239.60.
Add EWA Line Item No. 556: "SPAN, CATENARY & TETHER", 14 EACH @
$4, 368.00/EACH for a Total Increase of $61,152.00.
Add EWA Line Item No. 557: `DISCONNECT HANGER", 14 EACH @ $886.60/EACH for a
Total Increase of $12,412.40.
Add EWA Line Item No. 558: "SIGNAL POLE FOUNDATION, 36INX 1441N" 16 EACH @
$4, 921.80/EACH for a Total Increase of $78,748.80.
Add EWA Line Item No. 559: "Luminaire Arm, 30ft ; 1 EACH @ $2, 646.80/EACH for a Total
Increase of $2, 646.80,
Add EWA Line Item No. 560: "Luminaire Arm, 15ft" 7 EACH @ $1,935.70/EACH for a Total
Increase of $13,549.90.
Total Change of $256,199.80
SPECIFICATIONS:
The following special provisions have been amended or added to the Contract Documents and are
issued as a part of this Change Order:
XIV PROSECUTION AND PROGRESS (REVISED)
A. Prevailing Specifications: 2016, INDOT Standard Specifications Sec. 108
B. Additions:
Change Order No. 09
One- Way to Two -Way Street Conversion
Division B
Project No. 116-001
The project, both Division A and Division B, will have a completion date of June 1, 2017.
The contract time will start when the Notice to Proceed is delivered and signed.
2. The project will have intermediate completion dates as listed in the table below for roads
open to bi-directional traffic and substantial completion of all traffic control devices
complete and in place. This includes all travel and parking lane asphalt and concrete
work, structures, curb, lighting, and permanent pavement markings complete and in place.
Roadway
Intermediate Completion Date
Intersection of Main Street and Chippewa
September 7,
2016
Avenue
Main Street between Chippewa Avenue and
September 7,
2016
Sample Street and between LaSalle Street and
Marion Street
Intersection of Michigan Street and Chippewa
September 7,
2016
Avenue
Michigan Street between Chippewa Avenue
September 7,
2016
and Sample Street and between LaSalle Street
and Angela Blvd.
Main Street between Sample Street and
October 15, 2016
LaSalle Avenue
St Joseph/Michigan Street between Sample
_November 15,
2016
Street and LaSalle Avenue
a. A minimum of one travel lane in each direction on each corridor street shall be open
to traffic on or before the specified date. Once bi-directional traffic is established on
each corridor street, bi-directional traffic shall be maintained on each corridor street
for the duration of the project.
b. A minimum of one travel lane shall be open to traffic during construction except
whereas noted in the full closure construction period.
c. Two (2) northbound travel lanes must be open for the duration of Saturdays on which
there is a home Notre Dame football game. This can be achieved either through two
(2) northbound travel lanes on Michigan/St. Joseph or one (1) northbound travel lane
on both Michigan/St. Joseph and Main St. after Main St. has been converted to bi-
directional traffic. The dates of concern are provided below. (REVISED)
(i) September loth, 2016
(ii) September 171h, 2016
(iii) September 24th, 2016
(iv) October 151h, 2016
(v) October 29th, 2016
Change Order No. 09
One- Way to Two -Way Street Conversion
Division B
Project No. 116-001
d. The Contractor shall coordinate maintenance of traffic with the City for any sidewalk,
streetscape, trees, pavers, and/or landscaping activities following the intermediate
completion date for any subsequent work.
3. The table below lists the dates by which the identified roads shall be available to begin full
closure and the intermediate completion dates for full road closure.
Roadwav
Starting Date for Full
Intermediate
Completion Date for
Closure
Full Road Closure
Intersection of Michigan Street and
June 6. 2016
August 5, 2016
Chippewa Avenue
Intersection of Michigan Street and
May 17,201
September 7. 2016
Bartlett Street
Intersection of Michigan Street and
Mav 17, 2016
September 7, 2016
Marion Street
a. The identified roads shall not be closed before the starting date and shall maintain a
minimum of two travel lanes prior to such date.
b. The work specified shall be arranged and prosecuted such that these roads are open
to traffic on or before the specified intermediate completion date.
4. The City, Engineer, and Contractor will hold a pre -construction meeting following award
of the contract. The date of the Notice to Proceed will be agreed upon at that meeting.
5. Contractor shall provide a schedule to the Owner prior to beginning any work on the site.
CLXIX. PAINTING OF TRAFFIC SIGNAL EQUIPMENT (REVISED)
A. Prevailing Specifications: 2016, INDOT Standard Specifications Section 805.
B. Additions:
1. All existing and proposed pedestrian crossing poles, pedestrian pedestals, mast arms,
mast arm poles, strain poles, traffic signal heads, and pedestrian signal indications
identified herein that are to remain shall be painted black with a Sherwin Williams two step
paint process.
a. The two application painting procedure shall include "Macropoxy 646" for the first
application and "Acrolon 218HS" for the second application.
b. All work shall be in accordance with the recommendations and equipment as per
Sherwin Williams guidelines.
c. The Contractor shall provide an authorized Sherwin Williams Representative on site to
ensure proper paint mixing, application, weather conditions, etc.
Change Order No. 09
One- Way to Two -Way Street Conversion
Division B
Project No. 116-001
d. The Contractor shall use a wire brush or other approved equipment to remove any rust
or loose coatings prior to painting.
2. Painting shall be performed on the above mentioned traffic signal equipment at the
following signalized intersections:
a. Division A
(i) Main Street & Chippewa Avenue
(ii) Main Street & Ewing Avenue
(iii) Michigan Street & Donmoyer Avenue
(iv) Michigan Street & Ewing Avenue
Division B
(i) Main Street & Indiana Avenue
(ii) Main Street & Bronson Street
(iii) Main Street & South Street
(iv) Main Street & Monroe Street
(v) Main Street & Western Avenue
(vi) Main Street & Wayne Street
(vii) Main Street & Jefferson Boulevard
(viii) Main Street & Washington Street
(ix) Main Street & Colfax Avenue
(x) Michigan Street & Indiana Avenue
(xi) Michigan Street & Bronson Street
(xii) Michigan Street & Monroe Street
(xiii) St Joseph Street & Western Avenue
(xiv) St Joseph Street & Wayne Street
(xv) St Joseph Street & Jefferson Boulevard
(xvi) St Joseph Street & Washington Street
(xvii) St Joseph Street & Colfax Avenue
(xviii) St Joseph Street & LaSalle Avenue
(xix) Michigan Street & South Street (NEW)
(xx) Michigan Street & Central Fire Station (NEK9
3. Painting of pedestrian crossing poles, pedestrian pedestals, mast arms, mast arm poles,
traffic signal heads and pedestrian signal indications will be paid for at the contract unit
price for each intersection, complete and in place. The cost of all labor, material, and
equipment necessary to complete the Work shall be included in the contract unit price for
PAINTING TRAFFIC SIGNALS (Each) measured on a per intersection basis.
CL)OO(ll. STRAIN POLES (NEK9
A. Prevailing Specification: 2016, INDOT Standard Specifications Sections 805 and 922
B. Additions:
1. All new strain poles shall be per current INDOT Standard Drawings and shall have a painted
black finish per Specification CLXIX. Strain pole foundations shall be provided per the current
INDOT Standard Drawings.
2. New strain poles shall provide 15ft luminaire arm as indicated in the plans for purposes of
supporting traffic detection cameras. Said arm shall be per current INDOT Standard Drawings
and shall be finished to match the strain pole.
Change Order No. 09
One- Way to Two -Way Street Conversion
Division B
Project No. 116-001
DRAWINGS:
The following sheets have been revised or issued as new sheets.
Revision 9
Sheet 2 — Revision Note No 9 Added
Sheet 169-A Replaced Sheet, Replaced Mast Arms with Strain Poles
Sheet 170-A Replaced Sheet, Replaced Mast Arms with Strain Poles
Sheet 177-1-A Replaced Sheet, Replaced Mast Arms with Strain Poles
Revision 10
Sheet 2 —Revision Note No 10 Added
Sheet 154 Revised Mast Arm Callout
Sheet 163-A Replaced Sheet, Traffic Signal to Remain & Utilize Mast Arms
Sheet 165 Revised Mast Arm Callout
Sheet 166 Revised Mast Arm Callout
Sheet 167-A Replaced Sheet, Replaced Mast Arms with Strain Poles
Sheet 168-A Replaced Sheet, Replaced Mast Arms with Strain Poles
Sheet 175-A Added NBLT & SBLT 5-Section Heads and Phasing
Sheet 201 Removed Stop Signs and Added Stop Bars
Sheet 208 Removed Stop Signs and Added Stop Bars
Sheet 223 Revised Sign and Totals
The following INDOT Standard Drawings are applicable to strain poles and are attached to this
change order.
E 805-SGSC01 Guy Alignment and Anchor Bolt Orientation (rev. 09/03/13, editorial only)
E 805-SGSCO2 Signal Strain Pole, Steel, Foundation Details (rev. 09/03/13)
E 805-SGSC03 Span and Catenary Attachment (rev. 09/03/13)
E 805-SGSC04 Span, Catenary & Tether Detail (rev. 09/01/15)
E 805-SGSP-01 30 ft & 36 ft Signal Steel Strain Poles (eff. 09/01/05)
E 805-SGSP-02 Top Cover & Metal Skirt of Signal Steel Strain Pole (rev. 11/15199)
E 805-SGSP-03 Pole Band for Signal Steel Strain Pole (rev. 11/15/99)
E 805-SGSP-04 Base Plate for Signal Steel Strain Pole (rev. 09/03/13)
E 805-SGSP-05 Anchor Bolt Detail Signal Steel Strain Poles (eff. 03/01/04)
END OF CHANGE ORDER NO. 9
OWNER: City of South Bend
Signature
Date
CONTRACTOR: Rieth-Riley Construction
/_4WA -
Signature
Date
Change Order No. 16
O 1e- ay to Two -Way Street Conversion
Division B
Project No. 116-001
OWNER: City of South Bend
ENGINEER: American Structurepoint, Inc.
Patrick K. Wooden, P.E.
Professional Engineer No. 10504741
CONTRACTOR: Rieth-Riley Construction
PROJECT: South Bend One -Way to Two -Way Conversion Division B
Project No. 116-001
SUBJECT: EWA 012 Grooving for Pavement Markings
ISSUE DATE: July 10, 2016
This Change Order to the Contract document shall supplement, amend, and shall become a
part of, and be incorporated as an Addendum to the Contract.
The following is a summary and description of the revisions to the Contract by this Change
Order:
1. Add pay item 'GROOVING FOR PAVEMENT MARKINGS' per INDOT Design
Memo 15-19 requested on Division B of Contract 116-001. Work to be performed
according to INDOT RSP 808-T-210. This results in a $49,775.42 cost change for
Division B.
The following sections of the Contract Documents are revised as a result of the above changes:
IfIDDDIING AND CONTRACT REQUIREMFuTS
1. Bid/Proposal Form:
Division B:
Add 29,675 LFT to Line Item 464: GROOVING FOR PAVEMENT MARKINGS, 29,850
LFT @ $1.39/LFT for a total addition of $41,491.5
Add 1 ea. to line Item 465: ADDITIONAL MOBILIZATION, (for grooving) 1 LSM @
$8,283.92
SPECIFICATIONS:__
NO CHANGE REQUIRED
Sheet 1 of 3
DRAWINGS:
Change Order No. 16
One- Way to Two -Way Street Conversion
Division B
Project No. 116-001
NO CHANGE REQUIRED
END OF CHANGE ORDER NO. 16
Sheet 2 of 3
Project No. 116-001 Change Order No. 16 — 7/10/16
L
CITY OF SOUTH BEND = ,
s
2 a2
PROJECT NAME: One -Way to Two -Way Street Conversion — Division B
PROJECT NUMBER: 116-001
Division A:
Item
No.
Description
Quantity
Unit
Unit Price
Total Amount
464
GROOVING FOR PAVEMENT MARKINGS
29,850
LFT
$1.39
$41,491.5
465
ADDITIONAL MOBILIZATION ( for grooving)
1
LSM
$8,283.9
$8,283.92
OWNER: City of South Bend CONTRACTOR: Rieth-Riley
Construction
Signature
Date
Signature
y is —/A
Date
$49,775.42
Sheet 3 of 3
BOARD OF PUBLIC WORKS
AGENDA ITEM REVIEW REQUEST FORM
Date 08/15/16
Name
Toy Villa
Department
Engineering
BPW Date
08/23/16
Phone Extension
5920
L Required Prior to Submittal to Board
Legal ® Attorney Name Michael Schmidt
Controller ❑ Controller review is required for all Contracts $5,000.00 or more and
greater than one year in length per the City Purchasing Policy
Purchasing ❑
Check the Appropriate Item Type — Required for All Submissions
❑ Agreement ❑ Contract ❑ Proposal ❑Addendum
❑ Professional Services ❑ Resolution
❑ Bid Opening ❑ Bid Award ❑ Req. to Advertise ❑ Title Sheet
❑ Quote Opening ❑ Quote Award
® Change Order No. 5 ❑ C/O & PCA No. ❑ PCA
❑ Ease/Encroach. ❑ Traffic Control
❑ Other:
Company or Vendor Name
New Vendor
MBE/WBE Contractor
MBE/WBE Contractor
Requested
Project Name
Project Number
Funding Source
Account No.
Amount
Terms of Contract
Purpose/Description
Required Information
Reith Riley Construction Co., Inc.
Yes ®No ❑ If Yes, Approved by Purchasing
❑ MBE ❑ WBE
❑ No ❑ Yes Name of Company
South Bend One Way to Two Way Conversion — Division B
116-001
2015 TIF
Approval of Change Order #5
❑ Required Contractor's Certification Form Attached (Non -
Collusion Non -Discrimination Non -Debarment E-Verify, Iran etc.)
Required For Change Orders Only
Amount of ® Increase $ 305,412.72
❑ Decrease $
Previous Amount $ 16,286,366.15
Current Percent of Change: 1.88%
New Amount $ 16,591,778.87
Total Percent of Change: 2.85%
Dispersal After Approval
Copy Original
® ❑ Michael Divita
® ❑ Toy Villa
® ❑ Beth Leonard, Judy Love