HomeMy WebLinkAboutChange Order No. 2 - East Bank Sewer Separation Phase 5 Div B - Proj No 114-062B - Walsh&Kelly1316 COUNTY -CITY BUILDING
227 W. JEFFERSON BOULEVARD
SOUTH BEND. INDIANA 46601-1 830
CITY OF SOUTH BEND PETE BUTTIGIEG, MAYOR
BOARD OF PUBLIC WORKS
August 23, 2016
Mr. Jason Minne
Walsh & Kelly, Inc.
24358 State Road 23
South Bend, IN 46614
PHONE 574/235-9251
FAx 574/235-9171
RE: Change Order No. 2 — East Bank Sewer Separation, Phase 5, Division B —
Project No. 114-062B
Dear Mr. Minne:
The Board of Public Works, at its meeting held on August 23, 2016, approved the above
referenced Change Order for an increase of $118,071.00 and the addition of thirty-five (35)
days, bringing the current contract amount to $5,253,800.66 and the completion date to
November 16, 2016.
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
c: Aaron Kobb, Community Investment
Roger Nawrot, Engineering
Toy Villa, Engineering
Beth Leonard, Community Investment
Judy Love, Community Investment
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:
PROJECT NO:
PROJECT NAME:
CONTRACT DATE:
CHANGE ORDER NO:
SUBJECT OF CHANGE ORDER:
The oriqinal contract sum
6/22/2016
114-062B
East Bank Sewer Separation - Phase 5 (Division B)
1 /26/2016
180
PCR #4-Headwall Redesign PCR #5-Water Main Repairs PCR #6-Retaining
Wall PCR #7-Water Main Add
Net change by previously authorized change orders
The contract sum prior to this change order
By this Change Order, the project amount is
The new contract sum including this change order
This Change Order represents a total change of
Total change for entire project
Original contracted completion date/time
Extension of date/time by previous change orders
Date/time extension by this change order
New completion date/time
CONTRACTOR
C�actor`Signature
7s>•? fflrnn%vp��iv�cw�ev�
Printed Name and Tim
Walsh Kelly Inc.
Company Name
24358 State Road 23
Address
South Bend, IN 46614
City, State, Zip
$
5,080,808.05
$
54,921.61
$
5,135,729.66
Increased
Decreased $
118,071.00
(TIF: + $107,071.00)
(Sewer Bond: + $11,000.00)
$
5,253,800.66
2.30 %
3.40 %
11/16/2016
20 days
35 days
5/11/2017
RECOMMENDED FOR APPROVAL
CO S CTION MANAGER
CITY OF SOUTH BEND
BOARD OF PUBLIC WORKS
Approved Date9..
Gary A. Gilot, President
Therese J. Dofau, Member
James A. Mueller, Member
Change Order No. 2
East Bank Sewer Separation — Phase 5
114-062
OWNER: City of South Bend
ENGINEER: CHA Consulting, Inc.
Jay Gibson, P.E. 60920005
Professional Engineer No. PE
PROJECT: East Bank Sewer Separation — Phase 5
City Project No. 114-062
SUBJECT: Clarifications and Additions to Construction Documents
TO: Contractor
ISSUE DATE: July 19, 2016
This Change Order to the Plans and Specifications shall supplement, amend, and become part of these
documents. All construction contracts shall incorporate the items addressed in this Change Order. Only the
items contained herein are altered. The remainder of the Original Plans and Specifications remain valid in
their entirety.
The following is a summary and description of the revisions to the Contract by this Change Order:
1. Extend the 12-in water main at the intersection of Northside Boulevard and Notre Dame Avenue to
connect at the intersection of Northside Boulevard and St Peter Street. New tee and isolation valves
will be included at each intersection.
2. Replace the existing 6-in water main on Parry Street from the Marine Corps League approach to the
south and the intersection at the Western Avenue to the north.
3. Replace 3 fire hydrants on Parry Street.
4. Lengthen the approaches to the tabletop intersection at Northside Boulevard and S Notre Dame
Avenue from 6-ft to 8-ft.
The following sections of the Contract Documents are revised as a result of the above changes:
BIDDING AND CONTRACT REQUIREMENTS:
No Change
SPECIAL PROVISIONS:
No Change
1
Change Order No. 2
East Bank Sewer Separation - Phase 5
114-062
PLANS:
1. Replace Sheets 21, 24, 33, 34 and 35 with the attached revised sheets.
2. Replace Sheets 31, 32, 37 and 45 with the attached revised sheets.
BID FORM:
1. Modify Line Item No. 11: 'PIPE, REMOVE" 2,823 LFT at $6.00 unit price for a Total Amount of
$16, 938.00
2. Modify Line Item No. 109:"FIREHYDRANT, REMOVE AND SALVAGE" 12EAat$350.00unit price for
a Total Amount of $4,200.00
3. Modify Line Item No. 110: "FIRE HYDRANT ASSEMBLY (INCLUDES 6 IN. GATE VALVE)" 12 EA at
$4000.00 unit price far a Total Amount of $48,000.00
4. Modify Line Item No. 111: 90 DEGREE BEND, 121N., DUCTILE IRON" 3 EA at $1,350.00 unit price for
a Total Amount of $4, 050.00
5. Modify Line Item No. 113: 90 DEGREE BEND, 6 IN., DUCTILE IRON" 4 EA at $560.00 unit price for a
Total Amount of $2,240.00
6. Modify Line Item No. 115: 22.5 DEGREE BEND, SIN., DUCTILE IRON" 2 EA at$950.00 unit price for a
Total Amount of $1,900.00
7. Add Line Item No. 11513: 22.5 DEGREEBEND, 121N., DUCTILEIRON", 2 EA
8. Add Line Item No. 115C: '11.25 DEGREE BEND, 121N., DUCTILE IRON" 2 EA
9. Add Line Item No. 117B: 'TEE, 12 IN. XSIN., DUCTILE IRON" 3 EA
10. Add Line Item No. 117C: "TEE, 6IN. X 6IN., DUCTILE IRON" 4 EA
11. Modify Line Item No. 122: "GATE VALVE, 8IN., DUCTILE IRON (WITH VALVE BOX)" 12 EAat$1,700.00
unit price fora Total Amount of $20,400.00
12. Add Line Item No. 1236: "GATEVALVE, 121N., DUCTILE IRON (WITH VALVEBOX)" 1 EA
13. Modify Line Item No. 124: "121N. XBIN. TAPPING SLEEVE AND 8IN. VALVE(WITHVALVEBOX)'; 1 EA
at $6,500.00 unit price for a Total Amount of $6,500.00
14. Modify Line Item No. 12513: "61N. X 61N. TAPPING SLEEVE AND 6IN. VALVE (WITH VALVE BOX)" SEA
at $3,600.00 unit price for a Total Amount of $32,400.00
15. Modify Line Item No. 126: "12 IN. X 12 IN. TAPPING SLEEVE AND 12 IN. VALVE (WITH VALVE BOX)" 1
EA at $6,000.00 unit price for a Total Amount of $18,000.00
16. Add Line Item No. 12613: "12 IN. X 61N. TAPPING SLEEVE AND 61N. VALVE (WITH VALVE BOX)" 1 EA
17. Modify Line Item No. 127: "LINESTOP, 6 IN.' 13 EA at $4,700.00 unit price for a Total Amount of
$61,100.00
18. Modify Line Item No. 129: "LINESTOP, 12 IN." 5 EA at $6,500.00 unit price for a Total Amount of
$32,500.00
19. Modify Line Item No. 127: "WATER MAIN, 6IN., DUCTILE IRON (WITH POLYETHYLENE PIPE WRAP)",
1085 LFT at $40.00 unit price fora Total Amount of $43,400.00
20. Modify Line Item No. 127: "WATER MAIN, 12 IN, DUCTILE IRON (WITH POLYETHYLENE PIPE WRAP)",
906 LFT at $56.00 unit price for a Total Amount of $50,736.00
2
Change Order No. 2
East Bank Sewer Separation — Phase 5
114-062
ATTACHMENTS:
• City of South Bend Contractor's Bid Form
• Revised Plans Sheets 21, 24, 33, 34 and 35 (5 pages)
• Revised Plans Sheets 31, 32, 37 and 45 (2 pages)
END OF CHANGE ORDER NO. 2
Change Order No. 3
East Bank Sewer Separation — Phase 5
114-062
OWNER: City of South Bend
ENGINEER: CHA Consulting, Inc.
Jay Gibson, P. E. 60920005
Professional Engineer No. PE
PROJECT: East Bank Sewer Separation — Phase 5
City Project No. 114-062
SUBJECT: Clarifications and Additions to Construction Documents
TO: Contractor
ISSUE DATE: July 22, 2016
This Change Order to the Plans and Specifications shall supplement, amend, and become part of these
documents. All construction contracts shall incorporate the items addressed in this Change Order. Only the
items contained herein are altered. The remainder of the Original Plans and Specifications remain valid in
their entirety.
The following is a summary and description of the revisions to the Contract by this Change Order:
1. Install approximately 320-sft of additional modular block wall between the parking lot and sidewalk
south of E Wayne Street between S St Louis Boulevard and S St Peter Street.
The following sections of the Contract Documents are revised as a result of the above changes:
BIDDING AND CONTRACT REQUIREMENTS:
No Change
SPECIAL PROVISIONS:
No Change
PLANS
1. Replace Sheets 50, 51 and 77A with the attached revised sheets.
BID FORM
Modify Line Item No. 133: "MODULAR BLOCK WALL" 906 SFT at$55.00 unit price fora Total Amount
of $31,350.00
1
Change Order No. 3
East Bank Sewer Separation — Phase 5
114-062
ATTACHMENTS
• City of South Bend Contractor's Bid for Public Works
• Revised Plans Sheets 50, 51 and 77A (3 pages)
END OF CHANGE ORDER NO. 3
BID/PROPOSAL
CITY OF SOUTH BEND
Project Name EAST BANK SEWER SEPARATION, PHASE 5
Project No. 114.062
For Bids Due AUGUST 25, 2015
DIVISION A
Item
No.
Descri tion
P
City
Unit
Unit Price
Total Amount
1
CONSTRUCTION ENGINEERING
1
LS
$8,500.00
$8,500.00
MOBILIZATION AND
2
DEMOBILIZATION
1
LS
$6,500.00
$6,500.00
3
CLEARING RIGHT OF WAY
1
LS
$6,500.00
$6,500.00
TREE REMOVAL, 24 IN. AND
4
SMALLER
6
EA
$650.00
$3,900.00
5
HYDROMULCH
1,020
SYS
$2.00
$2,040.00
6
PLANT, WHITE PINE, 72 IN. TO 96
6
EA
$485.00
$2,910.00
TEMPORARY EROSION AND
7
SEDIMENT CONTROL
1
LS
$2,500.00
$2,500.00
8
PIPE, TYPE 2, CIRCULAR, 12 IN.
18
LFT
$50.00
$900.00
9
TEMPORARY PIPE CONNECTION,
18 IN.
27
LFT
$150.00
$4,050.00
10
PIPE, TYPE 2, CIRCULAR, 36 IN.
324
LFT
$60.00
$19,440.00
11
PIPE, TYPE 2, CIRCULAR, 48 IN.
10
LFT
$135.00
$1,350.00
12
48 IN. PIPE PLUG, TEMPORARY
1
LS
$1,000.00
$1,000.00
13
MANHOLE, K4, MODIFIED
1
EA
$6,000.00
$6,000.00
14
MANHOLE, L4, MODIFIED
1
EA
$12,000.00
$12,000.00
MANHOLE, L4, MODIFIED WITH
15
BAFFLE AND 3 FT. SUMP
1
EA
$13,000.00
$13,000.00
16
MAINTAINING TRAFFIC
1
LS
$4,500.00
$4,500.00
SIGN AND POST, REMOVE AND
17
RESET
6
EA
$100.00
$600.00
TOTAL BID, DIVISION A (SUM ITEMS 1.17) $95,690.00
Bidder's Name
Version 5/25/2016 Contractor's Bid for Public Works - 7 CHANGE ORDER NO. 1
DIVISION B
Item
No.
Description
Qty
Unit
Unit Price
Total Amount
1
CONSTRUCTION ENGINEERING
1
LS
$65,000.00
$65,000.00
2
CPM SCHEDULE
1
LS
$500.00
$500.00
3
CPM SCHEDULE, MONTHLY
UPDATE
12
EA
$100.00
$1,200.00
4
MOBILIZATION AND
DEMOBILIZATION
1
LS
$100,000.00
$100,000.00
5
CLEARING RIGHT OF WAY
1
LS
$55,000.00
$55,000.00
6
TREE REMOVAL, 24 IN. AND
SMALLER
73
EA
$400.00
$29,200.00
7
TREE REMOVAL, GREATER THAN
241N.
28
EA
$500.00
$14,000.00
8
CURB, CONCRETE, REMOVE
12,000
LFT
$2.00
$24,000.00
9
CONCRETE, REMOVE
7,129
SYS
$4.00
$28,516.00
10
PAVEMENT REMOVAL
16,513
SYS
$6.00
$99,078.00
11
PIPE, REMOVE
2,823
LFT
$6.00
$16,938.00
12
STRUCTURE, REMOVE
64
EA
$200.00
$12,800.00
13
EXISTING TIMBER RETAINING
WALL, REMOVE
205
LFT
$11.00
$2,255.00
14
COMMON EXCAVATION
18,515
CYS
$17.00
$314,765.00
15
B-BORROW, UNDISTRIBUTED
100
CYS
$7.50
$750.00
16
TEMPORARY EROSION AND
SEDIMENT CONTROL
1
LS
$15,000.00
$15,000.00
17
SILT FENCE
1,600
LFT
$1.75
$2,800.00
18
EROSION CONTROL BLANKET
260
SYS
$3.84
$998.40
19
NO.2 STONE
150
TON
$20.00
$3,000.00
20
FLOWABLE BACKFILL, NOW
REMOVABLE
12
CYS
$120.00
$1,440.00
21
COMPACTED AGGREGATE, NO. 53,
BASE
6,231
TON
$17.00
$105,927.00
22
CRUSHED CONCRETE
126
TON
$27.00
$3,402.00
23
MILLING, ASPHALT, 2.51N
1,144
SYS
$4.00
$4,576.00
24
HMA SURFACE, TYPE B
2,697
TON
$67.00
$180,699.00
25
HMA INTERMEDIATE, TYPE B
3,726
TON
$47.00
$175,122.00
26
HMA BASE, TYPE B
5,962
TON
$44.00
$262,328.00
27
HMA WEDGE & LEVEL, TYPE B
61
TON
$75.00
$4,675.00
28
HMA FOR PATCHING
62
TONM
$4,650.00
29
ASPHALT FOR TACK COAT
14
TON
$210.00
30
CURB RAMP, CONCRETE, G
275
SYS
$34,375.00
31
CURB RAMP, CONCRETE, H
13
SYS
$1,765.00
32
SIDEWALK, CONCRETE, 4 IN.
6,956
SYS
$208,680.00
33
CURB, CONCRETE
13,996
LFT
$209,940.00
Bidder's Name
Version 5/25/2016 Contractor's Bid for Public Works - 8 CHANGE ORDER NO. 1
34
CURB, MODIFIED, CONCRETE
423
LFT
$24.00
$10,152.00
35
PCCP FOR APPROACHES, 6 IN.
680
SYS
$45.00
$30,600.00
36
PCCP FOR APPROACHES, 8 IN.
1,266
SYS
$52.00
$65,832.00
37
PCCP PATCHING, 12 IN.
79
SYS
$110.00
$8,690.00
38
PCCP, STAMPED, COLORED, 11 IN.
45
SYS
$225.00
$10,125.00
39
CONCRETE, HEADER, 6 IN.
162
LFT
$30.00
$4,860.00
40
PCCP, COLORED, 11 IN,
400
SYS
$85.00
$34,000.00
41
VARIABLE DEPTH PCCP,
COLORED, 8 IN. TO 11 IN.
56
SYS
$85.00
$4,760.00
42
SODDING
12,659
SYS
$4.52
$57,218.68
43
HYDROMULCH
5,813
SYS
$0.86
$4,999.18
44
PLANT, DECIDUOUS TREE, 3 IN.
206
EA
$545.00
$112,270.00
45
of n eir W o u rc n e rn n rn 06
€A
DELETED
DELETED
46
PIPE TVOC o GIRG n no 19 IN.
LFT
DELETED
DELETED
47
PIPE, TYPE 2, CIRCULAR, 12 IN.
2,423
LFT
$22.00
$53,306.00
48
PIPE, TYPE 2, CIRCULAR, 12 IN.,
WATERGRADE
392
LFT
$25.00
$9,800.00
49
PIPE, TYPE 2, CIRCULAR, 15 IN.
270
LFT
$23.00
$6,210.00
50
PIPE, TYPE 2, CIRCULAR, 18 IN.
365
LFT
$27.00
$9,855.00
51
PIPE, TYPE 2, CIRCULAR, 18 IN.,
WATERGRADE
84
LFT
$45.00
$3,780.00
52
TEMPORARY PIPE CONNECTION,
18 IN.
14
LFT
$125.00
$1,750.00
53
PIPE, TYPE 2, CIRCULAR, 24 IN.
918
LFT
$37.00
$33,966.00
54
PIPE, TYPE 2, CIRCULAR, 30 IN.
1,516
LFT
$50.00
$75,800.00
55
PIPE, TYPE 2, CIRCULAR, 30 IN.,
WATERGRADE
428
LFT
$85.00
$36,380.00
56
PIPE, TYPE 2, CIRCULAR, 36 IN.
870
LFT
$55.00
$47,850.00
57
PIPE, TYPE 2, CIRCULAR, 36 IN.,
WATERGRADE
425
LFT
$115.00
$48,875.00
58
PIPE, TYPE 2, CIRCULAR, 48 IN.
66
LFT
$80.00
$5,280.00
59
ADJUST CASTING TO GRADE
23
LFT
$350.00
$8,050.00
60
ADJUST VALVE BOX TO GRADE
7
EA
$35.00
$245.00
61
PIPE PLUG, CONCRETE
58
EA
$300.00
$17,400.00
62
CATCH BASIN C-15
4
EA
$3,200.00
$12,800.00
63
INLET B-15
33
EA
$3,200.00
$105,600.00
64
INLET C-15
2
EA
$3,100.00
$6,200.00
65
CATCH BASIN C-15, MODIFIED
1
EA
$3,300.00
$3,300.00
66
INLET, B15, MODIFIED
1
EA
$3,000.00
$3,000.00
67 INLET,
C15, MODIFIED
3
EA
$3,300.00
$9,900.00
68
MANHOLE, C2, MODIFIED
1
EA
$4,600.00
$4,600.00
69
MANHOLE, C4, MODIFIED
3
EA
$2,800.00
$8,400.00
70
MANHOLE, J2, MODIFIED
1
EA
$5,000.00
$5,000.00
Bidder's Name
Version 5/25/2016 Contractor's Bid for Public Works - 9 CHANGE ORDER NO. 1
71
MANHOLE, J4, MODIFIED
2
EA
$4,000.00
$8,000.00
72
MANHOLE, J15, MODIFIED
25
EA
$5,100.00
$127,500.00
73
MANHOLE, K2, MODIFIED
1
EA
$6,000.00
$6,000.00
74
MANHOLE, K4, MODIFIED
4
EA
$5,200.00
$20,800.00
75
MANHOLE, K15, MODIFIED
4
EA
$6,600.00
$26,400.00
76
MANHOLE, L4, MODIFIED
1
EA
$11,000.00
$11,000.00
MANHOLE, K4, MODIFIED WITH
77
BAFFLE AND 3 FT. SUMP
1
EA
$5, 500.00
$5,500.00
7-8
MANHOLE, i n MOD o cn WITH
RAvo F AND o yr SUMP
FA
DELETED
DELETED
79
STRUCTURE RECONSTRUCTION
3
EA
$5,000.00
$15,000.00
80
OUTFALL, STRUCTURE NO. 1, 30 IN,
1
EA
$76,000.00
$76,000.00
81
OUTFALL, STRUCTURE NO. 2,48 IN.
1
EA
$82,000.00
$82,000.00
82
RIP -RAP, REVETMENT
39
TON
$125.00
$4,875.00
$.3
RQGK WALL,HAND n ORTA RFD
&T
DELETED
DELETED
84
GEOTEXTILE FABRIC
59
SYS
$4.00
$236.00
85
SANITARY MANHOLE, REMOVE
14
EA
$205.00
$2,870.00
SANITARY SEWER, 8 IN. PVC SDR-
86
35
2,380
LFT
$23.00
$54,740.00
SANITARY SEWER, 10 IN. PVC SDR-
87
35
290
LFT
- $24.99
$7,247.10
SANITARY SEWER, 12 IN. PVC SDR-
88
35
298
LFT
$26.00
$7,748.00
SEWER, 15 IN. PVC SDR-
89
35SANITARY
8
LFT
$100.00
$800.00
SANITARY SEWER, 18 IN. PVC SDR-
90
35
32
LFT
$85.00
$2,720.00
SANITARY SEWER LATERAL, 6 IN,
91
NEW CONNECTION
1571
LFT
$28.00
$43,988.00
92
ennnrn ov conivo i nrooni c IN,
o TAIR ooi ACEM&IT
LET
DELETED
DELETED
CIPP LINING, 10 IN., LESS THAN 10
93
FT. DEEP
647
LFT
$33.09
$21,409.23
CIPP LINING, 12 IN., LESS THAN 10
94
FT. DEEP
457
LFT
$49.38
$22,566.66
CIPP LINING, 15 IN., LESS THAN 10
95
FT.DEEP
243
LFT
$57.23
$13,906.89
CIPP LINING, 12 IN., 10 FT. TO 15
96
FT. DEEP
1,683
LFT
$54.25
$91,302.75
CIPP LINING, 15 IN., 10 FT. TO 15
97
FT. DEEP
460
LFT
$57.35
$26,381.00
CIPP LINING, 18 IN., 10 FT. TO 15
98
FT, DEEP
1,382
LFT
$62.45
$86,305.90
Bidder's Name
Version 5/25/2016 Contractor's Bid for Public Works - 10 CHANGE ORDER NO. 1
SEWER, LATERAL
99
REINSTATEMENT WITH CIPP, 6 IN.
g4
EA
$85.00
$7,140.00
SEWER COUPLING, 10
100
SANITARY
2
EA
$650.00
$1,300.00
SANITARY SEWER COUPLING, 12
101
IN.
3
EA
$750.00
$2,250.00
S`ANITARYSEWERCOUPLING,15
102
2
EA
$775.00
$1,550.00
SEWER COUPLING, 18
103
SANITARY
1
EA
$825.00
$825.00
104
SANITARYMANHOLE
14
EA
$3,400.00
$47,600.00
105
SANITARY DROP MANHOLE
2
EA
$4,000.00
$8,000.00
106
TRANSITION COUPLING
40
EA
$200.00
$8,000.00
WATER SERVICE, 1 IN, TYPE K
107
COPPER
3,862
LFT
$32.00
$123,584.00
WATER SERVICE, 2 IN, TYPE K
108
COPPER
296
LFT
$47.00
$13,912.00
FIRE HYDRANT, REMOVE AND
109
SALVAGE
12
EA
$350.00
$4,200.00
FIRE HYDRANT ASSEMBLY
110
(INCLUDES 6 IN. GATE VALVE)
12
EA
$4,000.00
$48,000.00
90 DEGREE BEND, 12 IN., DUCTILE
111
IRON
3
EA
$1,350.00
$4,050.00
90 DEGREE BEND, 8 IN., DUCTILE
112
IRON
11
EA
$530.00
$5,830.00
90 DEGREE BEND, 6 IN., DUCTILE
113
IRON
EA
$560.00
$2,240.00
45 DEGREE BEND, 8 IN., DUCTILE
114
IRON
81
EA
$725.00
$58,725.00
22.5 DEGREE BEND, 8 IN., DUCTILE
115
IRON
2
EA
$950.00
$1,900.00
115B
22.5 DEGREE BEND, 12 IN..
DUCTILE IRON
2
EA
115C
11.25 DEGREE BEND, 12 IN.,
DUCTILE IRON
2
EA
116
TEE, 8 IN. X 8 IN., DUCTILE IRON
5
EA
$1,100.00
$5,500.00
117
TEE, 8 IN. X 6 IN., DUCTILE IRON
14
EA
$1,050.00
$14,700.00
117B
TEE, 12 IN. X 8 IN., DUCTILE IRON
3
EA
117C
TEE, 6 IN, X 6 IN., DUCTILE IRON
4
EA
118
CROSS, 8 IN. X 8 IN., DUCTILE IRON
2
EA
$2,000.00
$4,000.00
REDUCER, 8 IN. X 4 IN., DUCTILE
119
IRON
1
EA
$925.00
$925.00
REDUCER, 8 IN. X 6 IN., DUCTILE
120
IRON
7
EA
$925.00
$6,475.00
121
REDUCER. 12 IN X 8 IN, DUCTILE
2
EA
$1,000.00
$2,000.00
IRON
Bidder's Name
Version 5/25/2016 Contractor's Bid for Public Works - 11 CHANGE ORDER NO. 1
GATE VALVE, 8 IN., DUCTILE IRON
122
(WITH VALVE BOX)
12
EA
$1,700.00
$20,400.00
GATE VALVE, 6IN., DUCTILE IRON
123
(WITH VALVE BOX)
2
EA
$1,450.00
$2,900.00
GATE VALVE, 12 IN., DUCTILE IRON
1236
(WITH VALVE BOX)
1
EA
124
12 IN. X 8 IN. TAPPING SLEEVE AND
1
EA
$6,500.00
$6,500.00
8 IN. VALVE (WITH VALVE BOX)
4 IN. X 4 IN. TAPPING SLEEVE AND
125
4 IN. VALVE (WITH VALVE BOX)
1
EA
$3,300.00
$3,300.00
126B
6 IN. X 6 IN. TAPPING SLEEVE AND
9
EA
$3,600.00
$32,400.00
6 IN. VALVE (WITH VALVE BOX)
12 IN. X 12 IN. TAPPING SLEEVE
126
AND 12 IN. VALVE (WITH VALVE
3
EA
$6,000.00
$18,000.00
BOX)
1266
12 IN. X 6 IN. TAPPING SLEEVE AND
6 IN. VALVE (WITH VALVE BOX)
1
EA
127
LINESTOP, 6 IN.
13
EA
$4,700.00
$61,100.00
128
LINESTOP, 4 IN.
1
EA
$4,300.00
$4,300.00
129
LINESTOP, 12 IN
5
EA
$6,500.00
$32,500.00
130
WATER MAIN, 6 IN., DUCTILE IRON
1085
LFT
$40.00
$43,400.00
(WITH POLYETHYLENE PIPE WRAP).
131
WATER MAIN, 8 IN., DUCTILE IRON
5,182
LFT
$36.00
$186,652.00
(WITH POLYETHYLENE PIPE WRAP)
WATER MAIN, 12 IN, DUCTILE IRON
132
(WITH POLYETHYLENE PIPE WRAP)
g06
LFT
$56.00
$50,736.00
133
MODULAR BLOCK WALL
250
SFT
$55.00
$13,750.00
134
MAINTAINING TRAFFIC
1
LS
$54,700.00
$64,700.00
135
BARRICADE, TYPE III -A
168
LFT
$18.00
$3,024.00
136
BARRICADE, TYPE III-B
144
LFT
$18.00
$2,592.00
137
CONSTRUCTION SIGN, TYPE A
24
EA
$129.00
$3,096.00
138
CONSTRUCTION SIGN, TYPE B
6
EA
$50.00
$300.00
139
CONSTRUCTION SIGN, TYPE C
2
EA
$139.00
$278.00
140
ROAD CLOSURE SIGN ASSEMBLY
11
EA
$250.00
$2,750.00
DETOUR ROUTE MARKER
141
ASSEMBLY
17
EA
$89.00
$1,513.00
SIGN POST, SQUARE, TYPE 2,
142
REINFORCED ANCHOR BASE
391
LFT
$9.72
$3,800.52
143
SIGN, SHEET, WITH LEGEND 0.080"
235
SFT
$16.75
$3,936.25
Bidder's Name
Version 5/25/2016 Contractor's Bid for Public Works - 12 CHANGE ORDER NO. 1
144
SIGN, SHEET, WITH LEGEND 0.100"
18
SFT
$34.00
$612.00
145
SIGN AND POST, REMOVE
46
EA
$85.00
$3,400.00
SIGN AND POST, REMOVE AND
146
RESET
45
EA
$150.00
$6,750.00
147
CONDUIT, HDPE, 2 IN
140
LFT
$17.00
$2,380.00
148
UTILITY HANDHOLE
2
EA
$950.00
$1,900.00
149
LINE, LIQUID THERMOPLASTIC
500
LFT
$0.60
$300.00
PAINT, SOLID, WHITE, 4 IN.
TRANSVERSE PAVEMENT
150
MARKING, LIQUID THERMOPLASTIC
972
LFT
$1.24
$1,205.28
PAINT, CROSSWALK LINE, 6 IN.
TRANSVERSE PAVEMENT
151
MARKING, LIQUID THERMOPLASTIC
174
LFT
$4.94
$859.56
PAINT, STOP LINE, 24 IN.
PAVEMENT MESSAGE MARKING,
152
LIQUID THERMOPLASTIC PAINT,
6
LFT
$65.00
$390.00
LANE INDICATION ARROW
153
LINE, LIQUID THERMOPLASTIC
2.g50
LFT
$0.60
$1,770.00
PAINT, SOLID, YELLOW, 4IN.
154
VIDEO RECORD
1
LS
$2,000.00
$2,000.00
155
PROJECT INFORMATION SIGN, 24
5
EA
$650.00
$3,250.00
IN. X 18 IN.
PROJECT INFORMATION SIGN, 36
156
IN. X 36 IN.
2
EA
$850.00
$1,700.00
157
UTILITY ALLOWANCE
1
ALLOWANCE
$25,000.00
$25,000.00
158
REMOVE, PACKAGE AND
1
LS
$15,000.00
$15,000.00
TRANSPORT CSO 30
159
SPRINKLER ALLOWANCE
1
ALLOWANCE
$5,000.00
$5,000.00
460
RIVER RGGK
SYS
DELETED
DELETED
161
SHRUB, 3 GALLON
72
EA
$60.00
$4,320.00
162
CONCRETE FILL, 18 IN. PIPE
2
CYS
$288.92
$577.84
163
CORE MANHOLE, 12 IN.
2
EA
$1,100.00
$2,200.00
164
CORE MANHOLE, 18 IN.
2
EA
$1,100.00
$2,200.00
PCCP DUMPSTER PAD, 12 FT. X 10
165
FT. X 6 IN.
120
SFT
$12.50
$1,500.00
EXISTING LIGHT POLE &
166
FOUNDATION, REMOVE
4
EA
$600.00
$2,400.00
NEW LIGHT POLE FOUNDATION, 36
167
IN. X 120 IN.
4
EA
$1,000.00
$4,000.00
RELOCATE EXISTING POLE TO
168
NEW FOUNDATION
3
EA
$1,500.00
$4,500.00
NEW LIGHT POLE, 40 FT. WITH
169
TWO 150W HPS 16 IN. SHOEBOX
1
EA
$4,800.00
$4,800.00
170
4-1C NO. 4 COPPER CABLE
100
LFT
$9.00
$900.00
171
CONCRETE PAVED SIDE DITCH
20
LFT
$75.00
$1,500.00
Bidder's Name
Version 5/25/2016 Contractor's Bid for Public Works - 13 CHANGE ORDER NO. 1
172
PIPE, TYPE 2, CIRCULAR, 15 IN.,
23
LFT
$54.80
$1,260.40
WATERGRADE
C01-1
DETERMINE ELEVATIONS OF
LATERALS ON FRANCES
1
EA
$14,400.00
$14,400.00
C01-2
LOWER INSTALL ELEVATION OF
1
EA
$27,000.00
$27,000.00
STORM SEWER STR30A TO STR30
TOTAL BASE BID (SUM ITEMS 1-172) $4,677,228.64
Total Base Bid
A
$4,772,918.64
Bidder Credit
(Choose 1)
None (Enter $0)
B
-$10,000.00
o
Local (Enter Least of 3 /o or $30,000)
Regional (Enter Least of 1% or $10,000)
Workforce Credit
(Choose 1)
None (Enter $0)
C
-$10,000.00
o
Local (Enter Least of 2 /o or $20,000)
Regional (Enter Least of 1 % or $10,000)
Total Base Bid Including Credits (A-B-C)
$4,752,918.64
Bidder's Name
Version 5/25/2016 Contractor's Bid for Public Works - 14 CHANGE ORDER NO. 1
ADD ALTERNATE A: JEFFERSON BOULEVARD
Item.
No.
Description
Oty
Unit
Unit Price
Total Amount
Al
CONSTRUCTION ENGINEERING
1
LS
$6,500.00
$6,500.00
A2
MOBILIZATION AND
DEMOBILIZATION
1
LS
$7,500.00
$7,500.00
A3
CLEARING RIGHT OF WAY
1
LS
$5,500.00
$5,500.00
A4
CURB, CONCRETE, REMOVE
2,075
LFT
$2.00
$4,150.00
A5
CONCRETE, REMOVE
590
SYS
$4.00
$2,360.00
A6
PAVEMENT REMOVAL
1,510
SYS
$6.00
$9,060.00
A7
PIPE, REMOVE
445
LFT
$7.00
$3,116.00
A8
STRUCTURE, REMOVE
8
- EA
$225.00
$1,800.00
A9
COMMON EXCAVATION
470
CYS
$22.00
$10,340.00
A10
B-BORROW
310
CYS
$7.50
$2,325.00
All
TEMPORARY EROSION AND
SEDIMENT CONTROL
1
LS
$2,200.00
$2,200.00
Al2
FLOWABLE BACKFILL, NON-
REMOVABLE
2
CYS
$200.00
$400.00
A13
COMPACTED AGGREGATE, NO. 53,
BASE
365
TON
$23.00
$8,395.00
A14
MILLING, ASPHALT, 2.5 IN
6.090
SYS
$2.00
$12,180.00
A15
HMA SURFACE, TYPE B
595
TON
$65.00
$38,675.00
A16
HMA INTERMEDIATE, TYPE B
145
TON
$60.00
$7,250.00
A17
HMA BASE, TYPE B
340
TON
$47.00
$15,980.00
A18
HMA FOR PATCHING
35
TON
$75.00
$2,625.00
A19
HMA WEDGE AND LEVEL, TYPE B
336
TON
$60.00
$20,160.00
A20
ASPHALT FOR TACK COAT
2
TON
$15.00
$30.00
A21
CURB RAMP, CONCRETE, G
90
SYS
$145.00
$13,050.00
A22
SIDEWALK, CONCRETE, 4 IN.
200
SYS
$30.00
$6,000.00
A23
CURB, CONCRETE
485
LFT
$17.00
$8,246.00
A24
CURB, MODIFIED, CONCRETE
1,720
LFT
$21.00
$36,120.00
A25
PCCP FOR APPROACHES, 8 IN.
305
SYS
$55.00
$16,775.00
A26
SODDING
1,090
SYS
$4.52
$4,926.80
A27
PIPE, TYPE 2, CIRCULAR, 12 IN.
80
LFT
$32.00
$2,560.00
A28
ADJUST CASTING TO GRADE
5
LFT
$350.00
$1,750.00
A29
ADJUST VALVE BOX TO GRADE
5
EA
$35.00
$175.00
A30
PIPE PLUG, CONCRETE
8
EA
$385.00
$3,080.00
A31
MANHOLE, J15, MODIFIED
3
EA
$4,750.00
$14,250.00
A32
INLET B-15
1
EA
$4,000.00
$4,000.00
A33
INLET C-15
2
EA
$3,500.00
$7,000.00
A34
INLET, B15, MODIFIED
3
EA
$3,500.00
$10,500.00
A35 INLET,
C15, MODIFIED
1
EA
$3,500.00
$3,500.00
Bidder's Name
Version 5/25/2016 Contractor's Bid for Public Works - 15 CHANGE ORDER NO. 1
A36
MAINTAINING TRAFFIC
1
LS
$1,500.00
$1,500.00
A37
CONSTRUCTION SIGN, TYPE A
2
EA
$129.00
$258.00
SIGN POST, SQUARE, TYPE 2,
A38
REINFORCED ANCHOR BASE
198
LFT
$9.72
$1,924.56
A39
SIGN, SHEET, WITH LEGEND 0.080"
111
SFT
$16.75
$1,859.25
SIGN AND POST, REMOVE AND
A40
RESET
1
EA
$150.00
$150.00
LINE, LIQUID THERN40PLASTIC
A41
PAINT, SOLID, WHITE, 4IN.
878
LFT
$0.60
$526.80
TRANSVERSE PAVEMENT
A42
MARKING, LIQUID THERMOPLASTIC
675
LFT
$1.24
$837.00
PAINT, CROSSWALK LINE, 6IN.
TRANSVERSE PAVEMENT
A43
MARKING, LIQUID THERMOPLASTIC
90
LFT
$4.94
$444.60
PAINT, STOP LINE, 24 IN.
PAVEMENT MESSAGE MARKING,
A44
LIQUID THERMOPLASTIC PAINT,
8
EA
$15.00
$120.00
SHAREDLANE
A45
LINE, LIQUID THERMOPLASTIC
PAINT, BROKEN, YELLOW, 4 IN.
335
LFT
$0.70
$234.50
PAVEMENT MESSAGE MARKING,
A46
LIQUID THERMOPLASTIC PAINT,
9
EA
$65.00
$585.00
LANE INDICATION ARROW
PAVEMENT MESSAGE MARKING,
A47
LIQUID THERMOPLASTIC PAINT,
7
EA
$65.00
$455.00
ONLY
A48
LINE, LIQUID THERMOPLASTIC
PAINT, SOLID, YELLOW, 4IN.
2,085
LFT
$0.60
$1,251.00
A49
VIDEO RECORD
1
LS
$500.00
$500.00
A50
PIPE, TYPE 2,E CIRCULAR, 12 IN.,
WATERGRAD
41
LFT
$60.00
$2,460.00
A51
PIPE, TYPE 2, CIRCULAR, 15 IN.
50
LFT
$37.00
$1,850.00
A52
PIPE, TYPE 2, CIRCULAR, 15 IN.,
WATERGRADE
162
LFT
$45.00
$7,290.00
A53
PIPE, TYPE 2, CIRCULAR, 18 IN,
37
LFT
$51.00
$1,887.00
PIPE, TYPE 2, CIRCULAR, 18 IN.,
A54
WATERGRADE
52
LFT
$51.00
$2,652.00
A55
PIPE, TYPE 2, CIRCULAR, 24 IN.
42
LFT
$53.00
$2,226.00
TOTAL ALTERNATE A: JEFFERSON BOULEVARD (SUM ITEMS Al-A55) $321,487.51
Bidder's Name
Version 5/25/2016 Contractor's Bid for Public Works - 16 CHANGE ORDER NO. 1
ADD ALTERNATE B: ST. LOUIS BOULEVARD AND PART OF WAYNE STREET
Item
No.
Description
Qty
Unit
Unit Price
Total Amount
B1
CONSTRUCTION ENGINEERING
1
LS
$4,500.00
$4,500.00
B2
MOBILIZATION AND
DEMOBILIZATION
1
LS
$6,500.00
$6,500.00
B3
CLEARING RIGHT OF WAY
1
LS
$4,500.00
$4,500.00
64
EXCAVATION, COMMON
80
CYS
$22.00
$1,760.00
B5
CURB, CONCRETE, REMOVE
1,130
LFT
$2.00
$2,260.00
B6
CONCRETE, REMOVE
1,360
SYS
$4.00
$5,440.00
B7
PAVEMENT REMOVAL
315
SYS
$6.00
$1,890.00
B8
STRUCTURE, REMOVE
1
EA
$250.00
$250.00
B9
B BORROW
230
CYS
$7.50
$1,725.00
B10
TEMPORARY EROSION AND
SEDIMENT CONTROL
1
LS
$4,500.00
$4,500.00
B11
FLOWABLE BACKFILL, NON -
REMOVABLE
2
CYS
$250.00
$500.00
B12
COMPACTED AGGREGATE, NO. 53,
BASE
30
TON
$20.00
$600.00
B13
MILLING, ASPHALT, 2.5 IN
2,950
SYS
$2.00
$5,900.00
B14
HMA SURFACE, TYPE B
250
TON
$68.00
$17,000.00
B15
HMA FOR PATCHING
50
TON
$75.00
$3,750.00
B16
HMA WEDGE AND LEVEL, TYPE B
162
TON
$65.00
$10,530.00
B17
ASPHALT FOR TACK COAT
1
TON
$15.00
$15.00
B18
CURB RAMP, CONCRETE, G
30
SYS
$145.00
$4,350.00
B19
SIDEWALK, CONCRETE, 4 IN.
1,315
SYS
$30.00
$39,450.00
B20
CURB, MODIFIED, CONCRETE
934
LFT
$22.00
$20,548.00
B21
PCCP FOR APPROACHES, 6 IN.
35
SYS
$50.00
$1,750.00
B22
PCCP FOR APPROACHES, 8 IN.
934
SYS
$52.00
$48,568.00
B23
SODDING
1,320
SYS
$4.52
$5,966.40
B24
PIPE, TYPE 2, CIRCULAR, 12 IN.
53
LFT
$34.00
$1,802.00
B25
ADJUST CASTING TO GRADE
5
LFT
$350.00
$1,750.00
B26
ADJUST VALVE BOX TO GRADE
10
EA
$35.00
$350.00
B27
INLET B-15
1
EA
$2,800.00
$2,800.00
B28
MANHOLE, C4, MODIFIED
1
EA
$2,600.00
$2,600.00
B29
MANHOLE, J15, MODIFIED
1
EA
$4,800.00
$4,800.00
B30
MAINTAINING TRAFFIC
1
LS
$3,500.00
$3,500.00
B31
SIGN POST, SQUARE, TYPE 2,
REINFORCED ANCHOR BASE
15
LFT
$9.72
$145.80
B32
SIGN, SHEET, WITH LEGEND 0.080"
12
SFT
$16.75
$201.00
B33
SIGN AND POST, REMOVE
2
EA
$85.00
$170.00
Bidder's Name
Version 5/26/2016 Contractor's Bid for Public Works - 17 CHANGE ORDER NO. 1
SIGN AND POST, REMOVE AND
B34
RESET
4
EA
$150.00
$600.00
TRANSVERSE PAVEMENT
B35
MARKING, LIQUID THERMOPLASTIC
44
LFT
$4.94
$217.36
PAINT, CROSSWALK LINE, 6 IN.
TRANSVERSE PAVEMENT
B36
MARKING, LIQUID THERMOPLASTIC
11
LFT
$4.94
$54.34
PAINT, STOP LINE, 24 IN.
LINE, LIQUID THERMOPLASTIC
B37
PAINT, SOLID, YELLOW, 4 IN.
925
LFT
$0.60
$555.00
TOTAL ALTERNATE B: ST. LOUIS BOULEVARD AND PART OF WAYNE STREET (SUM
ITEMS B1-A37)
Bidder (Firm): Walsh & Kelly, Inc.
Address: 24358 State Road 23
City/State/Zip: South Bend, IN 46614
By
Bidder's Name
$211,797.90
Telephone Number: ( 574 ) 288-4811
(Signature)
Dustin Hilary, Area Manager
(Printed Name of Person Signing)
Version 5/25/2016 Contractor's Bid for Public Works - 18 CHANGE ORDER NO. 1
BOARD OF PUBLIC WORKS
AGENDA ITEM REVIEW REQUEST FORM
Date 08/06/16
Name Toy Villa fw�p Department Engineering
BPW Date 08/23/16 Phone Extension 5920
Required Prior to Submittal to Board
Legal ❑ Attorney Name
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. 2 ❑ 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
Amount of
Required In
Walsh & Kelly, Inc.
If Yes
❑ No U Yes Name of Company
East Bank Sewer Separation — Phase 5 (Division B) Sewer Bond
114-062A
Sewer Bond
1050.460.31.02
Approval of Change Order #2
❑ Required Contractor's Certification Form Attached (Non -
Collusion, Non -Discrimination, Non -Debarment. E-Verifv. Iran. etc.
Increase $ 118,071.00
Decrease $
Previous Amount
Current Percent of Change
New Amount
Total Percent of Change:
Copy
Original
❑
❑
®
❑
®
❑
2.30%
$ 5,253,800.66
3.40%
Dispersal After Approval
Aaron Kobb, Judy Love, Beth Leonard
Roger Nawrot
Tov Villa