CR40 Reconstruction and Realignment Project

CR 40 Reconstruction and Realignment Project
Addendum No. 1
November 17, 2014
p. 1
CR40 Reconstruction and Realignment Project
Addendum Number 1
November 17, 2014
The following Addendum supersedes all earlier Plans, Specifications, and Bid Documents.
Revisions to Plans and Specifications:
The wage scale to be used for this project has been added to the specifications in Division 2
Two line items have been added: #15 (Crushed Limestone for Approaches) and #16 (Geogrid) to
the specifications in Division 2
These two line items have been added to the Bid Tab
Crushed Limestone has been added to two drives on page 12 of the plans
Attachments:
 Revised Division 2 of the specifications
 Revised page 12 of the plan set
 Revised Bid Tab
Division 2:
Bid Documents
For
County Road 40 Reconstruction
and Realignment Project
_____________________________________________________________________
OWNERS:
ELKHART COUNTY, INDIANA, ACTING THROUGH
ITS BOARD OF COUNTY COMMISSIONERS
117 N. SECOND STREET
GOSHEN, IN 46526
_____________________________________________________________________
Elkhart County Highway Department
610 Steury Avenue, Goshen, Indiana 46528
Phone: 574-534-9394 • Fax: 574-533-7103
11/17/2014
ROAD PROJECTS
Bid Documents
CR40 Reconstruction and Realignment Project
_____________________________________________________________________
NOTICE TO BIDDERS
Notice is hereby given that the Board of County Commissioners of Elkhart County, Indiana, will receive bids up to 9:00
A.M. on Monday, December 1, 2014, for the County Road 40 Reconstruction and Realignment Project. It is the
responsibility of the bidder to insure that its bid is delivered on time to the Office of the Elkhart County Commissioners,
County Administration Building, 117 N. Second Street, Goshen, IN 46526.
Plans, Specifications and bidding documents may be obtained from the Elkhart County Highway Department, website
at www.elkcohwy.org starting at 9:00 AM on Monday, November 10, 2014. Plans, Specifications and Bidding
Documents may not be obtained prior to this date and time.
Plans, Specifications and Bidding Documents will be available for inspection at the Elkhart County Highway Department
Office, 610 Steury Ave, Goshen, Indiana starting on Monday, November 10, 2014. A pre-bid meeting will be held at
10:00 A.M. on Wednesday, November 19, 2014 at the Elkhart County Highway Department, 610 Steury Avenue,
Goshen, IN 46528. The pre-bid meeting is not mandatory, however attendance is recommended to receive the latest
updates and have questions answered in the timeliest manner.
Proposals shall be properly and completely executed on proposal forms furnished by the County in accordance with
Revised Indiana Form 96 and shall be accompanied by the Contractor’s Financial Statement form taken from Form 96A
for any proposal of $5,000 or more.
The Contractor shall submit an itemized proposal of the approximate quantities and components of labor and materials to
complete the contract. Said proposal shall be upon the standard bid sheets used by Elkhart County, and said sheet must
contain an authorized signature of the Contractor, or the bid of the Contractor may, at the discretion of Elkhart County, be
rejected and declared invalid. Each proposal shall be accompanied by a non-collusion affidavit as required by the
Statutes of Indiana. Bids shall be enclosed in a sealed envelope, bearing the title of the project and name and address of
bidder.
Bids will be accepted only from bidders who are sufficiently and currently pre-qualified by the Indiana Department of
Transportation. Proof of pre-qualifications must be submitted with the bid.
A current Contractor’s Financial Statement taken from Form 96A and the Indiana Department of Transportation prequalification certificate may be placed on file with the Board of County Commissioners of Elkhart County at the Highway
Division annually in lieu of executing these documents for each project.
All work may begin on January 1, 2015 and shall be completed by June 25, 2015. Delays in completion beyond that date
shall result in liquidated damages levied against the Contractor by Elkhart County. The damage charges shall be one
thousand dollars ($1000) per day beyond the above stated dates.
A satisfactory bid bond (10% of bid), payable to the Board of County Commissioners of Elkhart County, Indiana executed
by the bidder shall be submitted with each bid.
Wage rates on this work shall not be less than the prescribed scale for wages as determined pursuant to the Provisions of
IC 5-16-7.
No bids shall be withdrawn after the opening of the bids without the consent of the Board of Commissioners of Elkhart
County for a period of thirty (30) days after the scheduled time of closing.
Said work shall be subject to all the provisions of the plans and specifications therefore herein above referred to including
the completion date thereof and penalty clause as therein set forth.
th
Dated this 27 day of October, 2014
Board of County Commissioners of Elkhart County
By Pauline Graff, Auditor
11/17/2014
ROAD PROJECTS
Bid Documents
CR40 Reconstruction and Realignment Project
_____________________________________________________________________
11/17/2014
ROAD PROJECTS
Bid Documents
CR40 Reconstruction and Realignment Project
_____________________________________________________________________
11/17/2014
ROAD PROJECTS
Bid Documents
CR40 Reconstruction and Realignment Project
_____________________________________________________________________
11/17/2014
ROAD PROJECTS
Bid Documents
CR40 Reconstruction and Realignment Project
ITEMIZED BID TAB
_____________________________________________________________________
County Road 40 Reconstruction and Realignment Project
The approximate quantities for this contract are as shown itemized on the attached
pages. If extra work is necessary due to shifting of any of the items of construction or if
additional work is called for in accordance with these specifications, such work shall be
paid for on the basis of the following itemized unit prices. In addition to the above, the
said unit prices shall also be the basis of payment to the Contractor for actual quantities
placed. The attached sheet (s) must be completely filled out and submitted with the
sealed bid or Elkhart County may at its discretion, reject the bid and declare the same
invalid. An authorized signature of the Contractor is mandatory upon the bid sheets. All
other items necessary to properly complete this project or specifically outlined, shall be
included within the line items provided and will be considered as incidental. The award
of this contract will be based on the sum of the items listed below.
No.
Item
Quantity
Unit
1
Clearing and Grubbing
1
LS
2
Inspection Equipment
1
LS
3
Earthwork
1
LS
4
Topsoil
100
CYS
5
Sawcut
24
LFT
6
No. 53 Compacted Aggregate for Subgrade Treatment
1000
TON
7
No. 2 Compacted Aggregate for Subgrade Treatment
100
TON
8
Geogrid for Subgrade Treatment
300
SYS
9
Excavation for Subgrade Treatment
300
CYS
10
HMA, Type C, Surface 9.5 mm
520
TON
Unit Price
11/17/2014
Bid Amount
ROAD PROJECTS
Bid Documents
CR40 Reconstruction and Realignment Project
ITEMIZED BID TAB
_____________________________________________________________________
11
HMA, Type C, Intermediate 19.0 mm
1030
TON
12
HMA, Type C, Base 19.0 mm
1030
TON
13
Compacted Aggregate, No. 53, for Base
2080
TON
14
HMA for Approaches, Type A
20
TON
15
Crushed Limestone for Approaches
12
TON
16
Geogrid
5340
SYS
17
Asphalt for Tack Coat
4
TON
18
Structure Backfill, Type 1
190
CYS
19
RCP Pipe 18 IN
55
LFT
20
RCP Pipe 48 IN
120
LFT
21
RCP Pipe 30 IN
70
LFT
22
RCP Pipe 15 IN
40
LFT
23
Pipe End Section, 18 IN
2
EA
24
Pipe End Section, 48 IN
2
EA
25
Pipe End Section, 30 IN
2
EA
26
Pipe End Section, 15 IN
2
EA
27
Geotextile
30
SYS
11/17/2014
ROAD PROJECTS
Bid Documents
CR40 Reconstruction and Realignment Project
ITEMIZED BID TAB
_____________________________________________________________________
28
Riprap, Revetment
15
TON
29
Mulched Seeding, R
14780
SYS
30
Line, Thermoplastic, Solid, White, 4 IN.
3930
LFT
31
Line, Thermoplastic, Solid, Yellow, 4 IN.
3930
LFT
32
Temporary Check Dam, Revetment Riprap
48
TON
33
Temporary Geotextile
40
SYS
34
Temporary Silt Fence
4060
LFT
35
Temporary Seeding
8680
SYS
36
Right of Way Marker
15
EA
37
Delineator with Post, D1
13
EA
38
Special Right of Way Conditions
1
LS
39
Maintenance of Traffic
1
LS
40
Barricade, III-A
48
LFT
41
Barricade, III-B
48
LFT
42
Road Closure Sign Assembly
4
EA
43
Detour Route Marker Assembly
16
EA
44
Construction Sign, Type A
4
EA
$
50,000.00
11/17/2014
$
50,000.00
ROAD PROJECTS
Bid Documents
CR40 Reconstruction and Realignment Project
ITEMIZED BID TAB
_____________________________________________________________________
45
Construction Engineering
1
LS
46
Mobilization and Demobilization
1
LS
11/17/2014
ROAD PROJECTS
BID DOCUMENTS
CR17 Between CR40 and CR38 Road Improvement Project
________________________________________________________________________
This Bid shall be so prepared as to properly indicate:
One (1) total lump sum to furnish labor, materials, services and equipment to perform the
work indicated in the drawings and as specified herein. The Award of this project will be
based on the “Total” bid price as indicated below.
NOTE:
Any Item may be withdrawn by Elkhart County at any time prior to
the placement of the material.
ELKHART COUNTY
BID TOTAL ______________________________________________________ dollars
($____________________________________________________________________)
Acknowledge Receipt of Addenda No.(s) ___________________________.
Submitted by:
_________________________________________
Company
_________________________________________
Authorized Signature
Date:
_____________________
Phone:
_____________________
ATTEST:
_________________________________________
11/17/2014
Sec. 29, T36N, R6E
Elkhart Township
Elkhart County
KIM WILFONG AND SUZANNE WILFONG
+59 STR 13
40 Lft. of 15" RCP,
2 End Sect.
Inv. UP = 825.65
Inv. DN = 825.00
PLAN AND PROFILE LINE 'CR40 PROPOSED'
DENNIS L. SORG CREDIT SHELTER TRUST
50' incidental construction for
pavement & shoulder transition
App. PL
Sta. 79+59.49,
35.00' Lt. 'B'
Field Entrance (Crushed Limestone)
2'
)
CR40 (existing
App. Exist. R/W
Proposed
12'
K
Line 'B'
ed''PRB'
Line 'CR40 Propos
12'
Crushed Limestone for Drive
to match Transition
K
End Project
P.O.T. Sta 19+60.89 'PRB' =
O.P.O.T. Sta 80+55.68 'B', 0.22 LT
2'
App. Exist. R/W
HERBERT L. MILLER & MARY H. MILLER
HERBERT L. MILLER & MARY H. MILLER
LEGEND:
K
Sec. 29, T36N, R6E
Elkhart Township
Elkhart County
All R/W described from line 'B'.
Line 'CR40 Proposed' to be constructed.
Mainline Full-Depth Pavement (including shoulder)
165 lbs/yd2 HMA, Type C Surface 9.5 mm on
330 lbs/yd2 HMA, Type C Intermediate 19.0 mm on
330 lbs/yd2 HMA, Type C Base 19.0 mm on
6" Compacted Aggregate, Size No. 53, Base
TBM "C"
Set Benchtie in N. face of PP #536-989 on S. side
of CR 40(existing).
Elev.: 823.96
840
840
50' incidental construction
for pavement transition
835
835
830
830
Profile Grade
-0.91%
825
825
1.44%
+19.49
EL. 825.00
820
815
End Project
Sta. 19+60.89 'PRB'
Elev. = 825.10
Existing Ground
+20 Lt.
Inv. = 825.00
820
+59 Lt
Inv. = 825.65
Special Ditch Profile Left
815
18+00
19+00
825.2
825.20
805
826.2
825.65
805
827.1
826.10
810
827.3
826.41
810
20+00
Elkhart
County
highway department
610 STEURY AVE, GOSHEN, IN 46528
PH: 574-534-9394
FAX: 574-533-7103
WWW.ELKCOHWY.ORG
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER
DESIGNED: JLZ
DRAWN:
CHECKED:
CHECKED:
JAG
DATE
CMR
JLZ
ELKHART COUNTY
HORIZONTAL SCALE
HIGHWAY DEPARTMENT
VERTICAL SCALE
PLAN AND PROFILE
CR40 PROPOSED
ROAD FILE
1"=20'
DESIGNATION
1"=5'
SURVEY BOOK
SHEETS
12
CONTRACT
34
PROJECT
Bid Form
No.
Item
Quantity
Unit
1
Clearing and Grubbing
1
LS
2
Inspection Equipment
1
LS
3
Earthwork
1
LS
4
Topsoil
100
CYS
5
Sawcut
24
LFT
6
No. 53 Compacted Aggregate for Subgrade Treatment
1000
TON
7
No. 2 Compacted Aggregate for Subgrade Treatment
100
TON
8
Geogrid for Subgrade Treatment
300
SYS
9
Excavation for Subgrade Treatment
300
CYS
10
HMA, Type C, Surface 9.5 mm
520
TON
11
HMA, Type C, Intermediate 19.0 mm
1030
TON
12
HMA, Type C, Base 19.0 mm
1030
TON
13
Compacted Aggregate, No. 53, for Base
2080
TON
14
HMA for Approaches, Type A
20
TON
15
Crushed Limestone for Approaches
12
TON
16
Geogrid
5340
SYS
17
Asphalt for Tack Coat
4
TON
18
Structure Backfill, Type 1
190
CYS
19
RCP Pipe 18 IN
55
LFT
20
RCP Pipe 48 IN
120
LFT
21
RCP Pipe 30 IN
70
LFT
22
RCP Pipe 15 IN
40
LFT
Unit Price
Bid Amount
23
Pipe End Section, 18 IN
2
EA
24
Pipe End Section, 48 IN
2
EA
25
Pipe End Section, 30 IN
2
EA
26
Pipe End Section, 15 IN
2
EA
27
Geotextile
30
SYS
28
Riprap, Revetment
15
TON
29
Mulched Seeding, R
14780
SYS
30
Line, Thermoplastic, Solid, White, 4 IN.
3930
LFT
31
Line, Thermoplastic, Solid, Yellow, 4 IN.
3930
LFT
32
Temporary Check Dam, Revetment Riprap
48
TON
33
Temporary Geotextile
40
SYS
34
Temporary Silt Fence
4060
LFT
35
Temporary Seeding
8680
SYS
36
Right of Way Marker
15
EA
37
Delineator with Post, D1
13
EA
38
Special Right of Way Conditions
1
LS
39
Maintenance of Traffic
1
LS
40
Barricade, III-A
48
LFT
41
Barricade, III-B
48
LFT
42
Road Closure Sign Assembly
4
EA
43
Detour Route Marker Assembly
16
EA
44
Construction Sign, Type A
4
EA
45
Construction Engineering
1
LS
46
Mobilization and Demobilization
1
LS
$
50,000.00 $
50,000.00

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