E&B PAving/ENG/4,398,095.91/Main Street - Illinois to GuilfordE & B Paving, Inc.
Engineering - 2014
Appropriation #900; P.O. #
Contract Not To Exceed $4.398.095.91
AGREEMENT FOR PURCHASE OF GOODS AND SERVICES
THIS AGREEMENT FOR PURCHASE OF GOODS AND SERVICES ( "Agreement ") is
hereby entered into by and between the City of Carmel, Indiana, acting by and through its Board
of Public Works and Safety ( "City "), and E & B Paving, Inc., an entity duly authorized to do
business in the State of Indiana ( "Vendor").
TERMS AND CONDITIONS
1. ACKNOWLEDGMENT, ACCEPTANCE:
Vendor acknowledges that it has read and understands this Agreement, and agrees that its execution of
same constitutes its acceptance of all of the Agreement's terms and conditions.
2. PERFORMANCE:
City agrees to purchase the goods and /or services (the "Goods and Services ") from Vendor using City
budget appropriation number 900 Grant funds. Vendor agrees to provide the Goods and Services and to
otherwise perform the requirements of this Agreement by applying at all times the highest technical and
industry standards.
3. PRICE AND PAYMENT TERMS:
3.1 Vendor estimates that the total price for the Goods and Services to be provided to City hereunder
shall be no more than Four Million, Three Hundred Ninety Eight Thousand, Ninety Five Dollars and
Ninety One Cents ($4,398,095.91) (the "Estimate "). Vendor shall submit an invoice to City no more
than once every thirty (30) days detailing the Goods and Services provided to City within such time
period. City shall pay Vendor for such Goods and Services within sixty (60) days after the date of
City's receipt of Vendor's invoice detailing same, so long as and to the extent such Goods and
Services are not disputed, are in conformance with the specifications set forth in Exhibit A, are
submitted on an invoice that contains the information contained on attached Exhibit B, and Vendor
has otherwise performed and satisfied all the terms and conditions of this Agreement.
3.2 Vendor agrees not to provide any Goods and Services to City that would cause the total cost of the
Goods and Services provided by Vendor to City hereunder to exceed the Estimate, unless City has
previously agreed, in writing, to pay an amount in excess thereof.
WARRANTY:
Vendor expressly warrants that the Goods and Services covered by this Agreement will conform to
those certain specifications, descriptions and /or quotations regarding same as were provided to
Vendor by City and /or by Vendor to and accepted by City pursuant to or as part of that certain City of
Carmel Engineering Department Bid Proposal Package for "14 -06 Main Street Improvements"
received by the City of Carmel Board of Public Works and Safety on or about August 20, 2014, all of
which documents are incorporated herein by reference, and that the Goods and Services will be
delivered in a timely, good and workmanlike manner and free from defect. Vendor acknowledges
that it knows of City's intended use and expressly warrants that the Goods and Services provided to
City pursuant to this Agreement have been selected by Vendor based upon City's stated use and are
fit and sufficient for their particular purpose.
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E & 13 Paving, Inc.
Engineering 2014
Appropriation #900; P.O. #
Contract Not To Exceed $4,398.095.91
5. TIME AND PERFORMANCE:
This Agreement shall become effective as of the last date on which a party hereto executes same ( "Effective
Date "), and both parties shall thereafter perform their obligations hereunder in a timely manner. Time is of the
essence of this Agreement.
6. DISCLOSURE AND WARNINGS:
If requested by City, Vendor shall promptly furnish to City, in such form and detail as City may direct, a list of
all chemicals, materials, substances and items used in or during the provision of the Goods and Services
provided hereunder, including the quantity, quality and concentration thereof and any other information
relating thereto. At the time of the delivery of the Goods and Services provided hereunder, Vendor agrees to
furnish to City sufficient written warning and notice (including appropriate labels on containers and packing)
of any hazardous material utilized in or that is a part of the Goods and Services.
7. LIENS:
Vendor shall not cause or permit the filing of any lien on any of City's property. In the event any such lien is
filed and Vendor fails to remove such lien within ten (10) days after the filing thereof, by payment or bonding,
City shall have the right to pay such lien or obtain such bond, all at Vendors sole cost and expense.
8. DEFAULT:
In the event Vendor: (a) repudiates, breaches or defaults under any of the terms or conditions of this
Agreement, including Vendor's warranties; (b) fails to provide the Goods and Services as specified herein;
(c) fails to make progress so as to endanger timely and proper provision of the Goods and Services and does
not correct such failure or breach within five (5) business days (or such shorter period of time as is
commercially reasonable under the circumstances) after receipt of notice from City specifying such failure or
breach; or (d) becomes insolvent, is placed into receivership, makes a general assignment for the benefit of
creditors or dissolves, each such event constituting an event of default hereunder, City shall have the right to
(1) terminate all or any parts of this Agreement, without liability to Vendor; and (2) exercise all other rights
and remedies available to City at law and /or in equity.
9. INSURANCE AND INDEMNIFICATION:
Vendor shall procure and maintain in full force and effect during the term of this Agreement, with an insurer
licensed to do business in the State of Indiana, such insurance as is necessary for the protection of City and
Vendor from all claims for damages under any workers' compensation, occupational disease and /or
unemployment compensation act; for bodily injuries including, but not limited to, personal injury, sickness,
disease or death of or to any of Vendor's agents, officers, employees, contractors and subcontractors; and,
for any injury to or destruction of property, including, but not limited to, any loss of use resulting therefrom.
The coverage amounts shall be no less than those amounts set forth in attached Exhibit C. Vendor shall
cause its insurers to name City as an additional insured on all such insurance policies, shall promptly provide
City, upon request, with copies of all such policies, and shall provide that such insurance policies shall not be
canceled without thirty (30) days prior notice to City. Vendor shall indemnify and hold harmless City from and
against any and all liabilities, claims, demands or expenses (including, but not limited to, reasonable attorney
fees) for injury, death and /or damages to any person or property arising from or in connection with Vendor's
provision of Goods and Services pursuant to or under this Agreement or Vendor's use of City property.
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E & B Paving, Inc.
Engineering - 2014
Appropriation #900; P.O. #
Contract Not To Exceed $4.398.095.91
Vendor further agrees to indemnify, defend and hold harmless City and its officers, officials, agents and
employees from all claims and suits of whatever type, including, but not limited to, all court costs, attorney
fees, and other expenses, caused by any act or omission of Vendor and /or of any of Vendor's agents,
officers, employees, contractors or subcontractors in the performance of this Agreement. These
indemnification obligations shall survive the termination of this Agreement.
10. GOVERNMENT COMPLIANCE:
Vendor agrees to comply with all federal, state and local laws, executive orders, rules, regulations and codes
which may be applicable to Vendor's performance of its obligations under this Agreement, and all relevant
provisions thereof are incorporated herein by this reference. Vendor agrees to indemnify and hold harmless
City from any loss, damage and /or liability resulting from any such violation of such laws, orders, rules,
regulations and codes. This indemnification obligation shall survive the termination of this Agreement.
11. NONDISCRIMINATION:
Vendor represents and warrants that it and all of its officers, employees, agents, contractors and
subcontractors shall comply with all laws of the United States, the State of Indiana and City prohibiting
discrimination against any employee, applicant for employment or other person in the provision of any Goods
and Services provided by this Agreement with respect to their hire, tenure, terms, conditions and privileges of
employment and any other matter related to their employment or subcontracting, because of race, religion,
color, sex, handicap, national origin, ancestry, age, disabled veteran status and /or Vietnam era veteran
status.
12. E- VERIFY
Pursuant to I.C. § 22 -5 -1.7 et seq., as the same may be amended from time to time, and as is incorporated
herein by this reference (the "Indiana E- Verify Law "), Vendor is required to enroll in and verify the work
eligibility status of its newly -hired employees using the E- Verify program, and to execute the Affidavit
attached herein as Exhibit D, affirming that it is enrolled and participating in the E- verify program and does
not knowingly employ unauthorized aliens. In support of the Affidavit, Vendor shall provide the City with
documentation indicating that it has enrolled and is participating in the E- Verify program. Should
Vendor subcontract for the performance of any work under and pursuant to this Agreement, it shall fully
comply with the Indiana E- Verify Law as regards each such subcontractor. Should the Vendor or any
subcontractor violate the Indiana E- Verify law, the City may require a cure of such violation and thereafter, if
no timely cure is performed, terminate this Agreement in accordance with either the provisions hereof or
those set forth in the Indiana E- Verify Law. The requirements of this paragraph shall not apply should the E-
Verify program cease to exist.
13. NO IMPLIED WAIVER:
The failure of either party to require performance by the other of any provision of this Agreement shall not
affect the right of such party to require such performance at any time thereafter, nor shall the waiver by any
party of a breach of any provision of this Agreement constitute a waiver of any succeeding breach of the
same or any other provision hereof.
14. NON- ASSIGNMENT:
Vendor shall not assign or pledge this Agreement, whether as collateral for a loan or otherwise, and shall not
delegate its obligations under this Agreement without City's prior written consent.
IV:4AVneMmnxINTJS.a@ Goals Sec .gin ymmmEl.'el14SE Hnin •ti ,A @Sn.ices S. llo@tr./ !114
E & 13 Paving, Inc.
Engineering - 2014
Appropriation #900: P.O. #
Contract Not To Exceed $4.398.095.91
15. RELATIONSHIP OF PARTIES:
The relationship of the parties hereto shall be as provided for in this Agreement, and neither Vendor nor any
of its officers, employees, contractors, subcontractors and agents are employees of City. The contract price
set forth herein shall be the full and maximum compensation and monies required of City to be paid to
Vendor under or pursuant to this Agreement.
16. GOVERNING LAW; LAWSUITS:
This Agreement is to be construed in accordance with and governed by the laws of the State of Indiana,
except for its conflict of laws provisions. The parties agree that, in the event a lawsuit is filed hereunder, they
waive their right to a jury trial, agree to file any such lawsuit in an appropriate court in Hamilton County,
Indiana only, and agree that such court is the appropriate venue for and has jurisdiction over same.
17. SEVERABILITY:
If any term of this Agreement is invalid or unenforceable under any statute, regulation, ordinance, executive
order or other rule of law, such term shall be deemed reformed or deleted, but only to the extent necessary to
comply with same, and the remaining provisions of this Agreement shall remain in full force and effect.
18. NOTICE:
Any notice provided for in this Agreement will be sufficient if it is in writing and is delivered by postage
prepaid U.S. certified mail, return receipt requested, to the party to be notified at the address specified
herein:
If to City: City of Carmel AND Douglas C. Haney, City Attorney
One Civic Square Department of Law
Carmel, Indiana 46032 One Civic Square
Carmel, Indiana 46032
If to Vendor:
E & B Paving, Inc.
17042 Middletown Avenue
Noblesville, IN 46060
Telephone: 317-773-4137
E -Mail: Iarry.canterbury@ebpaving.com
ATTENTION: Larry Canterbury
Notwithstanding the above, notice of termination under paragraph 19 hereinbelow shall be effective if given
orally, as long as written notice is then provided as set forth hereinabove within five (5) business days from
the date of such oral notice.
19. TERMINATION:
19.1 Notwithstanding anything to the contrary contained in this Agreement, City may, upon notice to
Vendor, immediately terminate this Agreement for cause, in the event of a default hereunder by
Vendor and /or if sufficient funds are not appropriated or encumbered to pay for the Goods and
Services to be provided hereunder. In the event of such termination, Vendor shall be entitled to
receive only payment for the undisputed invoice amount representing conforming Goods and
Services delivered as of the date of termination, except that such payment amount shall not exceed
the Estimate amount in effect at the time of termination, unless the parties have previously agreed in
writing to a greater amount.
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E & 13 Paving, Inc.
Engineering - 2014
Appropriation #900; P.O. it
Contract Not To Exceed $4,398,095.91
19.2 City may terminate this Agreement at any time upon thirty (30) days prior notice to Vendor. In the
event of such termination, Vendor shall be entitled to receive only payment for the undisputed
invoice amount of conforming Goods and Services delivered as of the date of termination, except
that such payment amount shall not exceed the Estimate amount in effect at the time of termination,
unless the parties have previously agreed in writing to a greater amount,
19.3 The City may terminate this Agreement pursuant to Paragraph 11 hereof, as appropriate.
20. REPRESENTATIONS AND WARRANTIES
The parties represent and warrant that they are authorized to enter into this Agreement and that the persons
executing this Agreement have the authority to bind the party which they represent.
21. ADDITIONAL GOODS AND SERVICES
Vendor understands and agrees that City may, from time to time, request Vendor to provide additional goods
and services to City. When City desires additional goods and services from Vendor, the City shall notify
Vendor of such additional goods and services desired, as well as the time frame in which same are to be
provided. Only after City has approved Vendor's time and cost estimate for the provision of such additional
goods and services, has encumbered sufficient monies to pay for same, and has authorized Vendor, in
writing, to provide such additional goods and services, shall such goods and services be provided by Vendor
to City. A copy of the City's authorization documents for the purchase of additional goods and services shall
be numbered and attached hereto in the order in which they are approved by City.
22. TERM
Unless otherwise terminated in accordance with the termination provisions set forth in Paragraph 19
hereinabove, this Agreement shall be in effect from the Effective Date through December 31, 2014 and shall,
on the first day of each January thereafter, automatically renew for a period of one (1) calendar year, unless
otherwise agreed by the parties hereto.
23. HEADINGS
All heading and sections of this Agreement are inserted for convenience only and do not form a part of this
Agreement nor limit, expand or otherwise alter the meaning of any provision hereof.
24. BINDING EFFECT
The parties, and their respective officers, officials, agents, partners, successors, assigns and legal
representatives, are bound to the other with respect to all of the covenants, terms, warranties and obligations
set forth in Agreement.
25. NO THIRD PARTY BENEFICIARIES
This Agreement gives no rights or benefits to anyone other than City and Vendor.
26. IRAN CERTIFICATION: Pursuant to I.C. § 5 -22 -16.5, the Vendor shall certify that, in signing this document,
it does not engage in investment activities within the Country of Iran.
27. ADVICE OF COUNSEL:
The parties warrant that they have read this Agreement and understand it, have had the opportunity to obtain
legal advice and assistance of counsel throughout the negotiation of this Agreement, and enter into same
freely, voluntarily, and without any duress, undue influence or coercion,
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E & 13 Paving, Inc.
Engineering 2014
Appropriation #900: P.O. #
Contract Not To Exceed $4,398,095.91
28. ENTIRE AGREEMENT:
This Agreement, together with any exhibits attached hereto or referenced herein, constitutes the entire
agreement between Vendor and City with respect to the subject matter hereof, and supersedes all prior oral
or written representations and agreements regarding same. Notwithstanding any other term or condition set
forth herein, but subject to paragraph 16 hereof, to the extent any term or condition contained in any exhibit
attached to this Agreement or in any document referenced herein conflicts with any term or condition
contained in this Agreement, the term or condition contained in this Agreement shall govern and prevail.
This Agreement may only be modified by written amendment executed by both parties hereto, or their
successors in interest.
IN WITNESS WHEREOF, the parties hereto have made and executed this Agreement as follows:
CITY OF CARMEL, INDIANA
by and through its Board of Public
Works and Safety
By:
,.r
Jam Bra! ard, Presiding Officer
1. . v v.
ine
Mary
Date
Burke,pmbe
1
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Lori S. Wa sofi Member
Date:
e���
ATTEST:
Diana Cordray, IAMC, Clerk- Treasurer
Date:
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E & B Paving, Inc.
By:
nth
ed Signature
Printed Name
l�rCt Pre�ideK-
Title
FID/TIN: .
Last Four of SSN if Sole P roprietor:
Date: 1 25---P71
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ITEMIZED PROPOSAL
Main Street Improvements
Project No.: 14 -06
Sta. 3 +60.00 to 9 +23.12 Line "F1"
Item
No.
Section
No.
Description
Quantity Unit
Unit Price
Item Total
".•
0001
' ,
ue
105
ROADWAY CONSTRUCTION ITEMS
fi l -n Sfa 3 60 0" 0 0 9123" 12
CONSTRUCTION ENGINEERING
PART
n eF1
1
7A
t
00 LS
=
52,700.00
+ i
l.hJh„ u.;
52,700.00
0002
110
MOBILIZATION AND DEMOBILIZATION
1 00 LS
519,550.00
519,550.00
0003
201
CLEARING RIGHT OF WAY
1 00 LS
$1,500.00
$1,500.00
0004
202
CURB AND GUTTER, REMOVE
2,251 00 LFT
55.50
512,380.50
0005
202
SIDEWALK, CONCRETE, REMOVE
86 00 SYS
58.80
5756.80
0006
203
EXCAVATION, COMMON
522.00 CYS
520.00
510,440.00
0007
205
TEMPORARY INLET PROTECTION
2.00 EACH
585.00
5170.00
0008
205
TEMPORARY MULCH
2.00 TON
5480.00
5960.00
0009
205
TEMPORARY SILT FENCE
36.00 LFT
$1.25
545.00
0010
205
TEMPORARY SEED MIXTURE
89.00 LBS
50.25
522.25
0011
207
SUBGRADE TREATMENT, TYPE II
373.00 SYS
59.50
53,543.50
0012
207
SUBGRADE TREATMENT, TYPE IC
1,872.00 SYS
512.00
$22,464.00
0013
207
SUBGRADE TREATMENT, TYPE IC (UNDISTRIBUTED)
350.00 SYS
512.00
54,200.00
0014
211
STRUCTURAL BACKFILL, TYPE 1
5.00 CYS
532.00
5160.00
0015
301
COMPACT AGGREGATE, NO 53. BASE
125.00 TON
530.00
53,750.00
0016
306
MILLING, ASPHALT, 1 1/2 IN
2,222.00 SYS
$3.00
$6,666.00
0017
401
HMA, 5, 76, INTERMEDIATE, OG, 19.0 mm
273.00 TON
587.00
523,751.00
0018
401
JOINT ADHESIVE, SURFACE
2,617.00 LFT
50.50
$1,308.50
0019
401
JOINT ADHESIVE, INTERMEDIATE
2,617.00 LFT
50.60
51,570.20
0020
401
LIQUID ASPHALT SEALANT
2,617.00 LFT
50.40
51,046.80
0021
402
HMA SURFACE, TYPE A
27.00 TON ,
5220.00
55,940.00
0022
402
HMA SURFACE, TYPE C
332.00 TON
5110.00
$36,520.00
0023
402
HMA INTERMEDIATE, TYPE A
44.00 TON
5135.00
55,940.00
0024
402
HMA INTERMEDIATE, TYPE C
174.00 TON
590.00
515,660.00
0025
402
HMA BASE, TYPE C
463.00 TON
$90.00
541,670.00
0026
406
ASPHALT FOR TACK COAT
2.00 TON
5400.00
5800.00
0027
604
CURB RAMP, CONCRETE, C
20.00 SYS
5145.00
52,900.00
0028
604
CURB RAMP, CONCRETE, L
37.00 SYS
5145.00
55,365.00
0029
604
CURB, CONCRETE, STRAIGHT
181.00 LFT
545.00
58,145.00
0030
604
CARMEL CURB AND GUTTER, TYPE II, MODIFIED
1,145.00 LFT
525.00
528,625.00
0031
604
CARMEL CURB AND GUTTER, TYPE III, MODIFIED
495.00 LFT
540.00
519,800.00
0032
604
CURB RAMP, CONCRETE, C, MODIFIED
37.00 SYS
5145.00
55,365.00
0033
621
TOPSOIL
240.00 CYS
542.00
$10,080.00
0034
621
SODDING, NURSERY
565.00 SYS
S4.50
52,542.50
0035
715
PIPE, TYPE 4 CIRCULAR 6 IN
1,088.00 LFT
57.00
57,616.00
0036
715
PIPE, TYPE 2 CIRCULAR 12 IN
3.00 LFT
585.00
$255.00
0037
718
AGGREGATE FOR UNDERDRAINS
93.00 CYS
530.00
$2,790.00
0038
718
GEOTEXTILES FOR UNDERDRAIN
942.00 SYS
$1.50
51,413.00
0039
720
INLET, B15
1.00 EACH
52,200.00
52,200.00
0040
720
CASTING, ADJUST TO GRADE, MODIFIED
1.00 EACH
5850.00
S850.00
0041
801
MAINTAINING TRAFFIC, PART 1A
1.00 LS
597,710.64
597,710.64
0042
802
SIGN POST, SQUARE, TYPE 1, REINFORCED ANCHOR
BASE
205.00 LFT
512.00
52,460.00
0043
802
SIGN, SHEET, AND SUPPORTS, REMOVE
18.00 EACH
520.00
5360.00
0044
803
SIGN, SHEET, AND SUPPORTS, REMOVE,
(UNDISTRIBUTED)
8.00 EACH
520.00
5160.00
BID -4A
(an
S
Item S
Section D
Description Q
Quantity Unit U
Unit Price I
Item Total
0045 8
802 S
SIGN, SHEET, WITH LEGEND 0.080 IN THICKNESS 5
58.00 SFT 5
517.00 5
5986.00
0046 8
802 S
SIGN, SHEET. WITH LEGEND 0.100 IN THICKNESS 8
85.00 SFT 5
518.00 5
51,530.00
0047 8
802 D
DECORATIVE STREET SIGN ASSEMBLY, 4
4.00 EACH $
$1,100.00 5
54,400.00
0048 8
808 T
TRANSVERSE MARKING THERMOPLASTIC 3
330.00 LFT 5
55.00 5
51,650.00
0049 8
808 L
LINE, THERMOPLASTIC, BROKEN, WHITE, 4 IN 2
246.00 LFT 5
51.00 5
5246.00
0050 8
808 L
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN. 1
1,162.00 LFT 5
51.00 5
51,162.00
0051 8
808 L
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 IN 3
362.00 LFT 5
51.00 5
5362.00
0052 8
808 L
LINE, THERMOPLASTIC, BROKEN. WHITE, 6 IN 2
200.00 LFT 5
51.50 5
5300.00
0053 8
808 L
LINE, THERMOPLASTIC, BROKEN. WHITE, 81N., 3FT 2
227.00 LFT 5
52.00 5
5454.00
\1bH�4/!7 8
808 P
PAVEMENT MESSAGE MARKING, THERMOPLASTIC, 4
4-0- EACH 5
5140.00 5
53,080.00
0065
203
BORROW
2,374.00 CYS
57.00
516,618.00
i111140\ \ OSection
No. No.
Description
Quantity Unit
Unit Price
Item Total
"' -'C0.
�'` ROADWAYCONSiRUCTiON ITEMS PART7B
__.�
452,500.00
' <_, _ ft!'
are_ _�..
�). S4 9+2312 016±± ±.39.tJ°n_
0056
105 CONSTRUCTION ENGINEERING
1.00 LS
52,500.00
0057
110 MOBILIZATION AND DEMOBILIZATION
1.00 LS
519,588.00
519,588.00
0058
201
CLEARING RIGHT OF WAY
1.00 LS
52,000.00
52,000.00
0059
202
CURB AND GUTTER, INTEDRAL, REMOVE
84.00 LFT
511.00
$924.00
0060
202
CURB AND GUTTER. REMOVE
206.00 LFT
55.50
51,133.00
0061
202
SIDEWALK. CONCRETE. REMOVE
99.00 SYS
58.80
5871.20
0062
202
CONCRETE, REMOVE
80.00 SYS
58.80
5704.00
0063
202
BARRIER WALL, CONCRETE, REMOVE
10.00 LFT
550.00
5500.00
0064
203
EXCAVATION, COMMON
236.00 CYS
5150.00
535,400.00
0065
203
BORROW
2,374.00 CYS
57.00
516,618.00
0066
205
TEMPORARY INLET PROTECTION
17.00 EACH
585.00
51,445.00
0067
205
TEMPORARY MULCH
2.00 TON
5480.00
5960.00
0068
205
TEMPORARY SILT FENCE
1.011.00 LFT
51.25
51,263.75
0069
205 •
TEMPORARY SEED MIXTURE
126.00 LBS
50.25
531.50
0070
207
SUBGRADE TREATMENT, TYPE II
1,040.00 SYS
57.50
57,800.00
0071
207
SUBGRADE TREATMENT, TYPE 113
2,306.00 SYS
' 56.05
513,951.30
0072
207
SUBGRADE TREATMENT, TYPE 18 (UNDISTRIBUTED)
1.200.00 SYS
56.05
57,260.00
0073
211
STRUCTURAL BACKFILL, TYPE 1
15.00 CYS
532.00
$480.00
0074
301
COMPACTED AGGREGATE, NO. 53, BASE
347.00 TON
530.00
510,410.00
0075
401
JOINT ADHESIVE, SURFACE
1.112.00 LFT
50.50
5556.00
0076
401
JOINT ADHESIVE, INTERMEDIATE
1,112.00 LFT
50.60
5667.20
0077
401
LIQUID ASPHALT SEALANT
1,112.00 LFT
50.40
5444.80
0078
402
HMA SURFACE, TYPE A
73.00 TON
5120.00
58,760.00
0079
402
HMA SURFACE, TYPE C
61.00 TON
596.00
55,856.00
0080
402
HMA INTERMEDIATE, TYPE A
117.00 TON
578.00
59,126.00
0081
402
HMA INTERMEDIATE, TYPE C
101.00 TON
578.00
57,878.00
0082
402
HMA BASE, TYPE C
343.00 TON
562.00
521,266.00
0083
402
HMA, 5, 76, INTERMEDIATE O.G., 19MM
120.00 TON
574.00
58,880.00
0084
406
ASPHALT FOR TACK COAT
2.00 TON
5400.00
5800.00
0085
604
CURB RAMP, CONCRETE, G
10.00 SYS
$145.00
51,450.00
0086
604
CURB, CONCRETE, STRAIGHT
121.00 LFT
531.95
53,865.95
0087
605
CENTER CURB, D, CONCRETE, MODIFIED
670.00 LFT
529.00
519,430.00
0088
605
CURB AND GUTTER TURNOUT CONCRETE
3.00 LFT
5175.00
5525.00
0089
610
HMA FOR APPROACHES, TYPE A
63.00 TON
5108.00
56.804.00
BID -4A
EXHIBIT A
20r7
Item
No.
Section
No.
Description
Quantity Unit
Unit Price
Item Total
0090
616
GEOTEXTILES
28.00 SYS
52.00
556.00
0091
616
RIPRAP, REVETMENT
13.00 TON
$43.00
5559.00
0092
621
TOPSOIL
467.00 CYS
542.00
519,614.00
0093
621
SODDING, NURSERY
3,382.00 SYS
54.50
515,219.00
0094
715
PIPE, TYPE 4 CIRCULAR 6 IN
164.00 LFT
57.00
51,148.00
0095
715
PIPE, TYPE 2 CIRCULAR 12 IN
2.00 LFT
5100.00
5200.00
0096
718
AGGREGATE FOR UNDERDRAINS
10.00 CYS
530.00
5300.00
0097
718
GEOTEXTILES FOR UNDERDRAIN
75.00 SYS
S1.50
5112.50
0098
720
CASTING, ADJUST TO GRADE (UNDISTRIBUTED)
8.00 EACH
5450.00
53,600.00
0099
720
CASTING, 7, FURNISH AND ADJUST TO GRADE
1.00 EACH
5850.00
5850.00
0100
720
INLET, CAP
1.00 EACH
51,700.00
51,700.00
0101
720
INLET, E7
1.00 EACH
51,700.00
51,700.00
0102
720
STRUCTURE, MANHOLE, RECONSTRUCTED
13.00 LFT
5325.00
54,225.00
0103
720
STRUCTURE, MANHOLE, RECONSTRUCTED
(UNDISTRIBUTED)
14.00 LFT
5325.00
54,550.00
0104
801
MAINTAINING TRAFFIC, PART iB
1.00 LS
545,492.71
545,492.71
0105
802
SIGN POST, SQUARE, TYPE 1, REINFORCED ANCHOR
BASE
26.00 LFT
512.00
5372.00
0106
802
SIGN, SHEET, AND SUPPORTS, REMOVE
2.00 EACH
520.00
540.00
0107
802
SIGN, SHEET, WITH LEGEND 0.080 IN THICKNESS
5.00 SFT
517.00
585.00
0108
802
SIGN, SHEET, WITH LEGEND 0.100 IN THICKNESS
9.00 SFT
518.00
5162.00
0109
802
RELOCATE COMMERCIAL SIGN
1.00 EACH
5725.00
5725.00
0110
807
LIGHT STANDARD FOUNDATION, 3FT DIAMETER X 8FT
9.00 EACH
5900.00
58,100.00
0111
807
CONDUIT, STEEL, GALVANIZED, 2 IN
25.00 LFT
518.00
5450.00
0112
807
WIRE, E, NO 4 COPPER, IN PLASTIC DUCT, IN TRENCH 4
1,025.00 LFT
59.50
59,737.50
0113
807
CABLE, POLE CIRCUIT THWN, NO 10 COPPER,
STRANDED 1IC
800.00 LFT
50.50
5400.00
0114
807
TRANSITION FITTINGS, GALVANIZED STEEL CONDUIT
TO PLASTIC CABLE
2.00 EACH
55.00
510.00
0115
807
CONNECTOR KIT, UNFUSED
9.00 EACH
535.00
5315.00
0116
807
CONNECTOR KIT, FUSED
9.00 EACH
535.00
5315.00 -
0117
807
MULTIPLE COMPRESSION FITTING, NON-
WATERPROOFED
21.00 EACH
512.00
5252.00
0118
807
INSULATION LINK, NON - WATERPROOFED
18.00 EACH
510.00
5180.00
0119
807
CABLE -DUCT MARKER
2.00 EACH
5125.00
5250.00
0120
807
LIGHT POLE, ORNAMENTAL, 32 FT MOUNTING
HEIGHT, 8 FT MAST ARM
LUMINAIRE, 200W LED
9.00 EACH
9.00 EACH
57,000.00
52,400.00
S63,000.00
521,600.00
0121
807
0122
808
LINE, THERMOPLASTIC, BROKEN, WHITE, 4 IN
983.00 LFT
51.00
5983.00
1 t2I ,
O1 ¢p,
v tt V u!.
..0.1.25,!.
808
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.
211.00 LFT
51.00
5211.00
7j7j 08
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 IN
1,433.00 LFT
51.00
51,433.00
��
4444,,
•
PAVEMENT MESSAGE MARKING, THERMOPLASTIC,
FISHHOOK LANE INDICATION ARROW
4.00 EACH
5740.00
5560.00
l
E/.L ^1 _ PART 18- ROADWAY CONSTRUCTION SUBTOTAL = 5428,595.41
i_
/'//'77jy77 1119M \ \ \ \1y \• \ \ \\\\.
ection
No. I No.
Description
Quantity Unit
Unit Price
Item Total
' +.„
a 4 s...�!�`�
K���
0126
° t
' IrT,
�
rxtcwwA cx±' A•. ar = v
•
' & ,-IRO WAY�CONS TRUCTION ITE • PART
v� a,ssxs
4...
1 r xw•,. 8�`.
SS
. �
zYu i£ t
105
CONSTRUCTION ENGINEERING 1.00 LS
517,400.00
517,400.00
0127
110
MOBILIZATION AND DEMOBILIZATION
1.00 LS
5172,400.00
5172,400.00
0128
201
CLEARING RIGHT OF WAY
1.00 LS
535,000.00
535,000.00
0129
202
PAVEMENT REMOVAL
373.00 SYS
58.80
53,282.40
0130
202
CURB, CONCRETE, REMOVE
826.00 LFT
54.50
53,717.00
0131
202
CURB AND GUTTER, REMOVE
825.00 LFT
55.50
54,537.50
0132
202
CATCH BASIN, REMOVE
1.00 EACH
5400.00
5400.00
BID -4A
EXHIBIT !l
30c-7
,� 0e
ji--L:
Item
No.
Section
No. (Description i
Quantity Unit Unit Price
Item Total
0133
202 RETAINING WALL, REMOVE
60.00 LFT 555.00 53,300.00
0134
202 INLET, REMOVE
7.00 EACH 5400.00 52,800.00
0135
202 PIPE, REMOVE
649.00 LFT 519.00 512,331.00
0136
203
EXCAVATION, COMMON
7,068.00 CYS 521.00 5148,428.00 I
0137
203
EXCAVATION, COMMON (UNDISTRIBUTED)
2,000.00 CYS 53.50
57,000.00
0138
203
BORROW
958.00 CYS I 510.00
59,580.00
0139
203
BORROW (UNDISTRIBUTED)
2,000.00 CYS
I 56.00
512,000.00
0140
205
TEMPORARY INLET PROTECTION
42.00 EACH
585.00
53,570.00
0141
205
TEMPORARY MULCH
9.00 TON
5480.00
54,320.00
0142
205
TEMPORARY SILT FENCE
4,296.00 LFT
51.25
55,370.00
0143
205
TEMPORARY SEED MIXTURE
551.00 LBS
50.25
5137.75
0144
207
SUBGRADE TREATMENT, TYPE II j
1,374.00 SYS
56.50
58,931.00
0145
207
SUBGRADE TREATMENT, TYPE IB
19,985.00 SYS
56.05
5120,909.25
0146
. 207
SUBGRADE TREATMENT, TYPE 16 (UNDISTRIBUTED)
3,400.00 SYS
56.05
520.570.00
0147
211
STRUCTURAL BACKFILL, TYPE 1 !
2,571.00 CYS
513.75
535,351.25
0148
211
STRUCTURAL BACKFILL, TYPE 1 (UNDISTRIBUTED)
200.00 CYS
513.75
52,750.00
0149
301
COMPACTED AGGREGATE. NO. 53, BASE i
153.00 TON
540.00
56,120.00
0150
302
COMPACTED AGGREGATE, NO. 53, TEMPORARY FOR
DRIVEWAYS (UNDISTRIBUTED)
173.00 TON
520.00
$3.460.00
0151
306
MILLING, ASPHALT, 1 1/2 IN
692.00 SYS
54.00
52,768.00
0152
401
JOINT ADHESIVE, SURFACE
9,364.00 LFT
50.20
51,872.80
0153
401
JOINT ADHESIVE, INTERMEDIATE j
9,364.00 LFT
50.30
52,809.20 I
0154
401
LIOUID ASPHALT SEALANT j
9,364.00 LFT
50.40
53,745.60
0155
402
HMA SURFACE, TYPE C j
1,476.00 TON
590.00
5132,840.00
0156
402
HMA INTERMEDIATE, TYPE C
2,360.00 TON
558.00
5136,880.00
0157
402
HMA BASE, TYPE C
5,821.00 TON
551.00
5296,871.00
0158
402
HMA, 5, 76, INTERMEDIATE O.G., 19.0 MM
79.00 TON
590.00
57,110.00
0159
406
ASPHALT FOR TACK COAT
13.00 TON
5400.00
55,200.00
0160
502
DECORATIVE CONCRETE PAVEMENT , TRUCK APRON
336.00 SYS
581.10
527,249.60
0161
503
DECORATIVE CONCRETE PAVEMENT, MEDIAN
CONCRETE
66.00 SYS
581.10
55,352.60
0162
604
SIDEWALK, CONCRETE, RECONSTRUCT
3.00 SYS
5170.61
5511.83
0163
604
SIDEWALK, CONCRETE
14,862.00 SYS
51.00
514,862.00
0164
604
CURB RAMP, CONCRETE, C !
59.00 SYS
5145.00
58,555.00
0165
I 604
CURB RAMP, CONCRETE, G
113.00 SYS
5145.00
516,385.00
0166
604 ICURB RAMP, CONCRETE, L
115.00 SYS
5145.00
516,675.00
0167
604 CARMEL STRAIGHT CONCRETE CURB i
728.00 LFT
520.00
514,560 -00
0168
604 CARMEL CURB AND GUTTER, TYPE II, MODIFIED
4,859.00 LFT
513.25
564,381.75
0169
604 CARMEL CURB AND GUTTER, TYPE III, MODIFIED
3,199.00 LFT
515.00
547,985.00
0170
604 CARMEL MODIFIED ROLL CURB j
346.00 LFT
517.25
55,968.50
0171
604 CURB RAMP, CONCRETE, C, MODIFIED
9.00 SYS
5145.00
51,305.00
0172
604 SPLITTER ISLAND END TREATMENT
83.00 SET
565.00
55,395.00
0173
605 INDOT BARRIER CURB
271.00 LFT
517.00
1 54,607.00
0174
605 CURB AND GUTTER TURNOUT CONCRETE
12.00 LFT
5100.00
51,200.00
0175
605 CURB, CONCRETE, DEPRESSED
635.00 LFT
513.25
58,413.75
0176
610 HMA FOR APPROACHES, TYPE A
201.00 TON
5105.00
521,105.00
0177
610 PCCP FOR APPROACHES, 8 IN
467.00 SYS
544.00
I 520,548.00
0178
616 GEOTEXTILES j
7.54 SYS
514.99
5113.09
0179
616 RIPRAP, REVETMENT j
2.46 TON
560.04
5147.60
0180
621 TOPSOIL I
2,523.00 CYS
522.00
555,506.00
0181
621 SODDING, NURSERY
12,266.00 SYS
54.25
I 552,130.50
0182
628 FIELD OFFICE, A
18.00 MOS
51,750.00
531,500.00
. 0183
628 CELLULAR TELEPHONE TYPE A
2.00 EACH
5100.00
5200.00
0184
628
CELLULAR TELEPHONE SERVICE, 750 MIN
36.00 MOS
575.00
52,700.00
\\hied/
�A �{,�
�Wboc\j
87''
// // 715
PIPE, TYPE 2 CIRCULAR 36 IN j
611.00 LFT
588.00
571,368.00
, 17225
PIPE, TYPE 2 CIRCULAR 15 IN ;
361.00 LFT
541.00
514,801.00
9St'i�
PIPE, TYPE 4 CIRCULAR 6 IN j
4,416.00 LFT
56.00
526,496.00
0188 :715
PIPE, TYPE 2 CIRCULAR 12 IN l
1,427.00 LFT
53400
548,518.00
Q189 i 715 7.-
PIPE, TYPE 2 CIRCULAR 12 IN (UNDISTRIBUTED) i
150.00 LFT
534.00
55,100.00
, l-- 115 =PIPE, TYPE 2 CIRCULAR 18 IN I
17.00 LFT
559.00
51,003.00
/ // / /7jmnnn\\\ \ \\
•
BID -4A
EXHIBIT A
loci
i
Item Section •
No. No. '['Description
1. Quantity Unit Unit Price ' Item Total !
0191
715 PIPE, TYPE 2 CIRCULAR 30 IN 903.00 LFT 575.00 567,725.00
0192
715 PIPE, TYPE 3 CIRCULAR 24 IN 41.00 LFT 558.00 52,378.00
0193
715 VIDEO INSPECTION FOR PIPE 3,771.00 LFT 51.25 I 54,713.75
0194
715
STORMWATER BMP, STR. NO. 149A
1.00 EACH 536,000.00 536,000.00
0195
718
AGGREGATE FOR UNDERDRAINS
450.00 CYS
530.00 513,500.00
0196
718
GEOTEXTILES FOR UNDERDRAIN
3,784.00 SYS
51.35 55,108.40
0197
720
CASTING, ADJUST TO GRADE
1.00 EACH
5435.00 5435.00
0198
720
INLET, E7
1.00 EACH
51,500.00
51,500.00 l
0199
720
INLET, E7 (UNDISTRIBUTED)
5.00 EACH
51,500.00
57,500.00
0200
720
INLET, J10
7.00 EACH
51,700.00
511,900.00
0201
720
CATCH BASIN, K10
28.00 EACH
51,800.00
550,400.00
0202
720
MANHOLE, C4
2.00 EACH
52,200.00
54,400.00 I
0203
720
MANHOLE, L4
2.00 EACH
53,700.00
57,400.00
0204
720
MANHOLE, C10
3.00 EACH
52,400.00
57,200.00
0205
720
MANHOLE. K4
2.00 EACH
54,000.00
1 58,000.00
0206
720
MANHOLE, J4
14.00 EACH
54,100.00
557,400.00
0207
720
MANHOLE, J8
2.00 EACH
55,300.00
510.600.00
0208
720
EXISTING IRRIGATION SYSTEM, RESTORE
4.00 EACH
51,875.00
57,500.00
0209
801
ROAD CLOSURE SIGN ASSEMBLY
10.00 EACH
5300.00
53,000.00
0210
801
TEMPORARY PAVEMENT MARKING, REMOVABLE, 4 IN
1,503.00 LFT
51.50
52,254.50
0211
801
TEMPORARY PAVEMENT MARKING, REMOVABLE, 6 IN
333.00 LFT
52.00
5666.00
0212
801
DETOUR ROUTE MARKER ASSEMBLY
18.00 EACH
5100.00
51,800.00
0213
801
CONSTRUCTION SIGN, A
20.00 EACH
5170.00
53,400.00
0214
801
CONSTRUCTION SIGN, B
12.00 EACH
560.00
5720.00 I
0215
801
CONSTRUCTION SIGN, A (UNDISTRIBUTED)
20.00 EACH
5170.00
53,400.00
0216
801
FLASHING ARROW SIGN
30.00 DAY
520.00
5600.00
0217
801
MAINTAINING TRAFFIC, PART 2
1.00 LS
5164,254.00
5164,254.00
0218
801
BARRICADE, III -A
240.00 LFT
515.00
53,600.00
0219
801
BARRICADE, III -B
42.00 LFT
515.00
5630.00
0220
801
BARRICADE, III -A (UNDISTRIBUTED)
60.00 LFT
515.00
5900.00
0221
801
PORTABLE CHANGEABLE MESSAGE SIGN
(UNDISTRIBUTED)
2.00 EACH
54,635.00
$9,270.00 ['
0222
801
TEMPORARY PAVEMENT MARKING, REMOVABLE,
YIELD LINE
13.00 LFT
520.00
5260.00
0223
802
SIGN POST, SQUARE, TYPE 1, REINFORCED ANCHOR
BASE
458.00 LFT
512.00
55,496.00
0224
802
SIGN, SHEET, AND SUPPORTS, REMOVE
16.00 EACH
520.00
5320.00
0225
802
SIGN, SHEET, WITH LEGEND 0.080 IN THICKNESS
173.00 SFT
517.00
I 52,941.00
0226
802
SIGN, SHEET, WITH LEGEND 0.100 IN THICKNESS
125.00 SFT
518.00
52,250.00
0227
802
DECORATIVE STREET SIGN ASSEMBLY,
DIRECTIONAL INSTALLED
10.00 EACH
51,100.00
511,000.00
0228
807
HANDHOLE, LIGHTING
4.00 EACH
5600.00
52,400.00
0229
807
LIGHT STANDARD FOUNDATION, 3FT DIAMETER X 8FT
40.00 EACH
5900.00
536,000.00
0230
807
SERVICE POINT, II, MODIFIED
1.00 EACH
55,000.00
55,000.00
0231
807
CONDUIT, STEEL, GALVANIZED, 2 IN
511.00 LFT
512.00 56,132.00
0232
807
WC E, NO 4 COPPER, IN PLASTIC DUCT, IN TRENCH 4
4,945.00 LFT
59.50
546,977.50
0233
807
CABLE, POLE CIRCUIT THWN, NO 10 COPPER,
STRANDED 1/C
3,440.00 LFT
50.50
51,720.00
0234
807
TRANSITION FITTINGS, GALVANIZED STEEL CONDUIT
TO PLASTIC CABLE
18.00 EACH
55.00 I 590.00
0235 807
CONNECTOR KIT, UNFUSED
40.00 EACH
535.00 51,400.00
0236 807
CONNECTOR KIT, FUSED
40.00 EACH
535.00 51,400.00
0237 807
MULTIPLE COMPRESSION FITTING, NON-
WATERPROOFED
102.00 EACH
515.00 51,530.00
0238 807
MULTIPLE COMPRESSION FITTING, WATERPROOFED
16.00 EACH
512.00
5192.00
I K139///, 807
INSULATION WATERPROOFED
80.00
J 1'�d ,r
• 024i'•
0242
,p ,p7
CABLEDUCTLI�ARKERN-
500 EACH
5125.00
5625.00
/Z
��Stf�
•
'•807%
HEIGHT, LE. ORNAMENTAL, AST ARM 32 FT MOUNTING
40.00 EACH
57,000.00
5280,000.00
LUMINAIRE, 200W LED
40.00 EACH
52,400.00
596,000.00
L 807 -
HANDHOLE COMMUNICATION
9.00 EACH
5850.00
57,650.00
:807 _
PVC CONDUIT, 4 IN
5,026.00 LFT
57.50
537,695.00
BID -4A
EXHIB T ��
Item
No.
Section
No.
Description
Quantity Unit
Unit Price
Item Total
0245
807
CARMEL NO. 8 STONE FOR CONDUIT INSTALL
49.00 CYS
525.00
51,225.00
0246
507
CARMEL NO. 8 STONE FOR CONDUIT INSTALL
(UNDISTRIBUTED)
20.00 CYS
525.00
5500.00
0247
808
TRANSVERSE MARKING THERMOPLASTIC
CROSSWALK WHITE 24"
420.00 LFT
55.00
52,100.00
0248
808
LINE, THERMOPLASTIC, BROKEN, WHITE, 4 IN
2,526.00 LFT
50.70
51,768.20
0249
808
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.
1,862.00 LFT
50.70
51,303.40
0250
808
LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN
217.00 LFT
52.00
5434.00
0251
808
LINE, REMOVE
400.00 LFT
52.00
5800.00
0252
808
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 IN
4,242.00 LFT
50.70
52,969.40
0253
808
TRANSVERSE MARKING, THERMOPLASTIC, STOP
LINE 24 IN
110.00 LFT
55.00
5550.00
0254
gpg
PAVEMENT MESSAGE.MARKING, THERMOPLASTIC,
LANE INDICATION ARROW
7.00 EACH
560.00
5420.00
0255
808
LINE, THERMOPLASTIC, SOLID, YELLOW, 12 IN
136.00 LFT
54.00
5544.00
0256
808
LINE, THERMOPLASTIC, BROKEN, WHITE, 6 IN
110.00 LFT
53.00
5330.00
0257
808
LINE, THERMOPLASTIC, BROKEN, WHITE, 81N., 3FT
STRIPE - 3FT GAP
280.00 LFT
52.00
5560.00
0258
808
PAVEMENT MESSAGE MARKING, THERMOPLASTIC,
FISHHOOK LANE INDICATION ARROW
4&
26 EACH
5140.00
53,640.00
0259
808
TRANSVERSE MARKING, THERMOPLASTIC, "SHARKS
TEETH"
115.00 LFT
55.00
5575.00
i
g D
- $" r
Tt E DAR, EEa,a auxu . w "
•a%
y `
�'+a �'
0260
203
EXCAVATION, COMMON (FOR PLANTING BEDS)
44.00 CYS
5150.00
56,600.00
0261
601
GUARDRAIL (PEDESTRIAN HANDRAIL)
175.00 LFT
5278.00
548,650.00
0262
604
12 IN MODIFIED CURB
200.00 LFT
550.00
510,000.00
0263
604
EONQRET€SAND- (NOT USED)
1,100,00 SET
50.00
50.00
0264
604
DECORATIVE CONCRETE PAVEMENT FOR
STREETSCAPE PROJECT
5,600.00 SFT
59.01
550,456.00
0265
604
DECORATIVE CONCRETE PAVERS
550.00 SYS
5139.50
576,725.00
0266
604
PLAIN- CONGRE-TE
-125 SFT-
14 SYS
551.71
5723.94
5" SIDEWALK, CONCRETE
0267
604
CONCRETE STAIRS WITH 2 RISERS (WITH
HANDRAILS)
1.00 EACH
56,000.00
56,000.00
0268
604
CONCRETE STAIRS WITH 4 RISERS (WITH
HANDRAILS)
1.00 EACH
58,500.00
58,500.00
0269
604
CONCRETE STAIRS WITH 8 RISERS (WITH
HANDRAILS)
1.00 EACH
511,500.00
511,500.00
0270
621
MULCH, SHREDDED HARDWOOD
66.00 CYS
575.00
54,950.00
0271
621
TOPSOIL FOR PLANTING AREA
28 CYS
554.00
515,120.00
0272
622
CONDUIT FOR IRRIGATION
190.00 LFT
512.00
52,280.00
0273
622
PLANT, BROADLEAF EVERGREEN, SPREADING, SEMI
SPREADING, 15 IN OR UNDER, 3 GALLON
22 -EACH
176
538.00
56,688.00
0274
622
PLANT, DECIDUOUS TREE, SINGLE STEM, OVER 2 TO
25 IN
22.00 EACH
5280.00
56,160.00
0275
622
PLANT, PERENNIAL
514.50
514,717.50
0 EACH
0276
715
42-1N- HOPE-W€R PIPE, TYPE 2 CIRCULAR
12 IN.
25.00 LFT
585.28
52,132.00
0277
719
TRENCH DRAIN
125.00 LFT
5482.00
560,250.00
0278
731
MASONRY RETAINING WALL W/ BRICK VENEER
800.00 SFT
551.60
541,280.00
0278
805
CONDUIT-FOR-DU# €ENERGY
USED)
400,00 &FT
50.00
50.00
(NOT
0280
706
COARSE AGGREGATE, NO. 8
70.00 CYS
5100.00
57,000.00
PART 2 - ROADWAY CONSTRUCTION SUBTOTAL = 53,272,049.56
\\\ ?WINO /4,/
SEAL :?
N n I 110'
, \ \ \ \\
BID -4A
EXHIBIT A
Item Section
No. I No.
Description
Quantity Unit
Unit Price
Item Total
Item
No.
Section
No.
Description
Quantity Unit
Unit Price
Item Total
�1
. {uC
.rk SANITARY;SEWERAND
WATER MAIN. CONSTRUCTION
�f way {
6�'§��"Hy'i"a1�*y+
ITEMS= PART 3 Sly
sR ` "r, �.a,•Y t hr •qt 9 t'C, ^i!
7*1'ij'`s�7ti�'"it_ t3�vcjTj`.t'".,•F-
W.. r 1. \.a n.yr
�?Y. ` v� _ rrE.rt.
0300
105
CONSTRUCTION ENGINEERING (2%)
1.00 LS S2,400.00
52,400.00
0301
110
MOBILIZATION AND DEMOBILIZATION (2%)
1.00 LS
513,000.00
513,000.00
0302
201
CLEARING RIGHT OF WAY (2%)
1.00 LS
52,000.00
52,000.00
0303
205
EROSION CONTROL (2-%)
1.00 LS
54,000.00
54,000.00
0304
801
MAINTAINING TRAFFIC (2 %)
1.00 LS
53,800.00
53,800.00
0305
621
RESTORATION (Water Line in Grass) (2-1)
1.00 LS
512,613.00
512,613.00
0306
715
PIPE, SANITARY SEWER, LATERAL, 6 IN, SDR -26 PVC
180.00 LFT
543.00
57,740.00
0307
715
SANITARY MANHOLE, 48" DIA., TYPE "C -4 ", 11' DEEP
TO 18' DEEP
4.00 EACH
52,650.00
510,600.00
0308
211
STRUCTURAL BACKFILL, TYPE 1
1,500.00 CYS
513.75
520,625.00
0309
715
WATER MAIN, DUCTILE IRON, 12 IN
805.00 LFT
555.00
$44,275.00
0310
715
WATER MAIN, DUCTILE IRON, 6 IN
30.00 LFT
540.00
51,200.00
0311
719
DUCTILE IRON FITTINGS, (RESTRAINED)
3,227.00 LBS
53.75
512,101.25
0312
715
VALVE WITH BOX, GATE, D.I.R.J., 12 IN
2.00 EACH
52,800.00
55,600.00
0313
715
COMBINATION AIRNACUUM RELEASE VALVE ASSEMBLY
1.00 EACH
51,750.00
51,750.00
0314
720
FIRE HYDRANT ASSEMBLY, INSTALLED
3.00 EACH
55,000.00
515,000.00
0315
720
FIRE HYDRANT ASSEMBLY, REMOVE
1.00 EACH
51,100.00
51,100.00
0316
720
IRRIGATION CONNECTION ASSEMBLY
2.00 EACH
54,000.00
58,000.00
0317
720
IRRIGATION CONNECTION ASSEMBLY (UNDISTRIBUTED)
3.00 EACH
51,400.00
54,200.00
0318
715
PIPE, SANITARY SEWER, 10 IN, SDR -26 PVC
697.00 LFT
5130.00
590,610.00
PART 3 - SANITARY SEWER AND WATER MAIN CONSTRUCTION SUBTOTAL = 5260,614.25
PART 1A - ROADWAY CONSTRUCTION SUBTOTAL =
PART 1B - ROADWAY CONSTRUCTION SUBTOTAL =
PART 2 - ROADWAY CONSTRUCTION SUBTOTAL =
PART 3 - SANITARY SEWER AND WATER MAIN CONSTRUCTION SUBTOTAL =
5436,836.69
1 5428,595.41
1 53,272,049.56
1 S260,614.25
TOTAL BID =
54,398,095.91
Submitted By: EBB
Authorized Signature:
amp
Address: 1704
Telephone:
Date: 8/20/2014
Email: steve.broermann @ebpaving.com
BID -4A
iddletown Avenue
N..de.ville. IN 46060
7 -773 -4
EXHIBIT A
�6�