STATE OF RHODE ISLAND AND PROVIDENCE PLANTATIONS ... · Providence Water Supply Board Peter LePage (401) 521-6300 x7242 Warwick Fire Department James McLaughlin (401) 468-4000 Warwick

Page 1 of 4

August 17, 2017

STATE OF RHODE ISLAND AND PROVIDENCE PLANTATIONS

DEPARTMENT OF ADMINISTRATION

DIVISION OF PURCHASES BID NO. 7554574

RHODE ISLAND CONTRACT NO. 2017-CH-050

FEDERAL-AID PROJECT NO. FAP Nos: NHP-0950(376), NHPG-0950(377)

I-95 Resurfacing (Route 2 to Service Avenue)

CITY/TOWN OF WARWICK

COUNTY OF KENT

NOTICE TO PROSPECTIVE BIDDERS

ADDENDUM NO. 2 Prospective bidders and all concerned are hereby notified of the following changes in the Plans,

Specifications, Proposal, and Distribution of Quantities for this contract. These changes shall be

incorporated in the Plans, Specifications, Proposal and Distribution of Quantities, and shall

become an integral part of the Contract Documents.

A. Contract Documents

1. General Provisions – Contract Specific

a. Page CS-i

Remove Page CS-i in its entirety and replace it with revised Page CS-i (R-1) attached to this Addendum

No. 2. The index has been revised to add Paragraph 21 and Appendix D.

b. Page CS-2

Remove Page CS-2 in its entirety and replace it with revised Page CS-2 (R-1) attached to this

Addendum No. 2. The table of utility contacts has been updated.

c. Page CS-4


Addendum No. 2. New text has been added to Paragraph 5, Sequence of Construction.

d. Page CS-5


Addendum No. 2. New text has been added to Paragraph 10, Coordination with Other Contractors.

e. Page CS-7


Addendum No. 2. New Paragraph 21, Payment for Work, has been added.

ADDENDUM NO. 2 ATTACHMENTS

Page 2 of 4

f. Appendix D: Procedures for Section 109.06 Payment for Work

Add new Appendix D (8 pages) attached to this Addendum No. 2. Information regarding invoice

procedures has been provided.

2. Specifications – Job Specific

a. Pages JS-i and JS-ii

Remove Pages JS-i (R-1) and JS-ii (R-1) in their entirety and replace them with revised Pages JS-i (R-

2) and JS-ii (R-2) attached to this Addendum No. 2. The index has been revised to add Code 402.9903

"Friction Course for Shoulders."

b. Page JS-23a

Add new Page JS-23a attached to this Addendum No. 2. A new specification for Code 402.9903

"Friction Course for Shoulders" has been added.

B. Distribution of Quantities

1. Index

Remove Index Page 1 (R-1) and Index Page 2 (R-1) in their entirety and replace them with revised Index

Page 1 (R-2) and Index Page 2 (R-2) attached to this Addendum No. 2. Modified, deleted, and added items

have been highlighted by bold text.

2. Page 14 and Page 15

Remove Pages 14 and 15 in their entirety and replace them with revised Page 14 (R-1) and Page 15 (R-1)

attached to this Addendum No. 2. Item Number 12, Code 213.9901, "Placement of Millings at Edge of

Pavement" has been revised.

3. Page 15a

Add new Page 15a attached to this Addendum No. 2. The page has been created due to automatic

formatting by Quest software.

4. Pages 16 through 20

Remove Pages 16 through 20 in their entirety and replace them with revised Pages 16 (R-1) through 20 (R-

1) attached to this Addendum No. 2. Item Number 14, Code 402.9902, "Friction Course" has been revised.

5. Page 61 and Page 62

Remove Pages 61 and 62 in their entirety and replace them with revised Page 61 (R-1) and Page 62 (R-1)

attached to this Addendum No. 2. Item Number 36, Code 923.0125, "Plastic Pipe Type III Barricade

Standard 26.3.1" has been deleted; and Item Number 37, Code 923.0200, "Fluorescent Traffic Cones

Standard 26.1.0" has been revised.

6. Page 62a

Add new Page 62a attached to this Addendum No. 2. The page has been created due to automatic

formatting by Quest software.


Page 3 of 4

7. Page 113

Remove Page 113 in its entirety and replace it with revised Page 113 (R-1) attached to this Addendum No.

2. Item Number 77, Code 201.0423, "Remove and Dispose Handhole;" Item Number 78, Code 201.0617,

"Remove and Dispose Conduit – All Sizes;" and Item Number 79, Code 402.9903, "Friction Course for

Shoulders" have been added.

8. Pages 114 through 116

Add new Pages 114 through 116 attached to this Addendum No. 2. Item Number 79, Code 402.9903,

"Friction Course for Shoulders;" Item Number 80, Code 923.0105, "Drum Barricade Standard 26.2.0;" Item

Number 81, Code 923.0120, "Plastic Pipe Barricade Standard 26.3.0;" and Item Number 82, Code 924.0113,

"Advance Warning Arrow Panel" have been added.

C. Plans

1. Sheet No. 5 - Job Specific Plan Symbols, Legend & Notes

a. Delete Sheet No. 5 in its entirety and insert revised Sheet No. 5 (R-1) attached to this Addendum

No. 2.

i. A note has been added to Job Specific Legend Symbol “A.”

ii. “Friction Course” notes have been added to Sheet No. 5.

iii. A new pay item 402.9903 “Friction Course for Shoulders” has been added to the Contract.

2. Sheet No. 7 - Typical Sections No. 1


No. 2. A note has been added to Job Specific Legend Symbol “A.”



No. 2. A note has been added to Job Specific Legend Symbol “A.”



No. 2.

i. A note has been added to Job Specific Legend Symbol “A” in the upper right of the plan

sheet.

ii. A note has been added to Job Specific Legend Symbol “A” in the lower left of the plan

sheet.

5. Sheet No. 13 - General Plan No. 4


No. 2. The R.I. Contract and Federal Aid Project Numbers have been added to this plan.



No. 2. Note No. 2 under “Southbound AVC/WIM Station Notes” has been revised.



No. 2. The plan has been revised to show a 16 inch sewer line crossing I-95.


INDEX

GENERAL PROVISIONS – CONTRACT SPECIFIC

PARAGRAPH TITLE PAGE

CS-i

1 Brief Scope of Work CS-1

2 List of Contract Drawings CS-1

3 Utility and Municipal Notification and Coordination CS-2

4 Transportation Management Plan CS-3

5 Sequence of Construction CS-3

6 Incident Management CS-4

7 State and Local Police Compensation CS-4

8 Traffic Fines in Work Zones CS-4

9 Covering Existing Signs CS-5

10 Coordination with Other Contractors CS-5

11 Night Work Operations CS-5

12 Contractor's Responsibility for Damaged Storm Drains CS-5

13 Contractor's Responsibility for Damaged Electric

Handholes/Structures

CS-6

14 Environmental Permits CS-6

15 Drop-offs CS-6

16 Maintenance of Storm Water Runoff CS-6

17 Placement of Pavement Markings CS-6

18 Storage of Construction Material and/or Equipment CS-7

19 Specialty Items CS-7

20 Unit Bid Item and Lump Sum Bid Item Payments CS-7

21 Payment for Work CS-7

Appendices

A Transportation Management Plan

B Pavement Core Report

C Existing Rideability Data

D Procedures for Section 109.06 Payment for Work

R-1

Addendum No. 2

CS-2

3. UTILITY AND MUNICIPAL NOTIFICATION AND COORDINATION

No utilities are shown on the Plans. The Contractor shall check and verify the location of

all existing utilities both underground and overhead in accordance with the “Dig Safe

Program Law” enacted by Rhode Island Legislation. The Contractor should be aware

that not all utilities subscribe to the Dig Safe program. If utilities are found to be present,

it is the Contractor’s responsibility to ensure that all utility companies have been notified

and all utilities have been marked prior to commencing work. Any damage to existing

utilities marked in the field, or damage that results from failure to contact the appropriate

utility company, shall be replaced or repaired to the satisfaction of the Engineer at no

additional cost to the State.

No utility relocations are proposed for this project. Utility involvement will be limited to

coordination for the verification of existing utility locations, which will be carried out by

the Contractor. Some utility representatives are listed as follows:

Utility Contact

Cox Communications David Velilla

(401) 615-1284

Kent County Water Authority Timothy Brown

(401) 821-9300

Level 3 Communications Mike Wiemer

(617) 480-4861

Lightower Fiber Networks Mark Bonanno

(508) 616-7818

Narragansett Bay Commission Meg Goulet

(401) 461-8848 x302

National Grid (Electric) Thomas Capobianco

(401)784-7248

National Grid (Gas) May Y. Zhen

(781) 907-3463

Verizon Peter DeCosta

(401) 884-4950

Providence Water Supply Board Peter LePage

(401) 521-6300 x7242

Warwick Fire Department James McLaughlin

(401) 468-4000

Warwick Public Works David Picozzi

(401) 738-2003

Warwick Sewer Authority Janine Burke-Wells

(401) 468-4700

Warwick Water Division Daniel P. O'Rourke

(401) 738-2000 x6604

R-1

Addendum No. 2

CS-4

supplement these as directed by the Engineer to augment the public’s safety. All traffic

control devices shall be in place by the Contractor and approved by the Engineer prior to

starting construction at a particular location.

The Contractor shall be responsible for daily access to the work zone. Any costs

associated with daily access to the work zone will not be paid for separately and shall be

incidental to the work.

The Contractor may need multiple milling and/or paving crews working simultaneously

in either a single bound or both bounds to meet the contract completion date.

The Contractor shall schedule cleaning and flushing of the storm drain system such that

any observed damage in the storm drain structures may be repaired prior to milling and

paving operations.

After the final riding surface has been applied and prior to acceptance of the overall

project, the Contractor shall clean and remove from storm drain structures any foreign

materials generated by construction operations, as required. In accordance with

Subsection 104.11 of the Specifications, the cost of this final cleanup shall be incidental

to the other items of work and no separate payment shall be made.

6. INCIDENT MANAGEMENT

In the event of an accident, or other unforeseen incident, which closes the roadway, the

Contractor shall positively cooperate with local authorities by providing traffic control

devices, personnel, equipment and material as required, both on and off site. The

Contractor shall assist in whatever way possible to clear debris from the roadway and

maintain traffic flow. Payment for this work shall be on a force account basis. If the

personnel are not available on site, they shall be "on-call" and able to respond to the site

within one hour of notification to the Contractor's appointed representative by phone or in

person by the Department of Transportation.

7. STATE AND LOCAL POLICE COMPENSATION

It will be the responsibility of the Resident Engineer to retain the services of police with

cruisers for traffic control and protection for this project. The Contractor will not be

required to bid on or compensate for the services of the police.

8. TRAFFIC FINES IN WORK ZONES

The Traffic Fines in Work Zone Regulatory Sign detailed on Rhode Island Standard

27.1.1 shall be located as shown on the detail and shall be utilized whenever construction

activities are in process and construction personnel are present. Signs shall be located at

each work zone. When construction activities and personnel are not present, the signs

shall either be removed from the site or covered.

R-1

Addendum No. 2

CS-5

9. COVERING EXISTING SIGNS

The Contractor shall not be allowed to cover existing directional, regulatory, warning or

guide signs by bolting plywood to the sign face or by any other means that would damage

the existing sign face or structure. Instead, existing signs shall be covered with an

opaque tarp cover with grommets for the purpose of receiving a cord or rope in order to

secure the tarp cover to the existing sign face. Tarp cover dimensions shall be at least

equal to the existing sign dimensions. This tarp cover is solely for the purpose of

covering the existing sign; at no time shall sign messages appear on the face of tarp

covers, nor shall covers be secured by taping or stapling to the existing sign face. The

Contractor shall be responsible to maintain the tarp cover in good repair. This will

include making periodic inspections of the tarp, grommets, rope or cord and making

repairs or replacements as required. The cost of covering existing signs as described

above shall be included in the Contract price for Code 937.0200 "Maintenance and

Movement of Traffic Protection Devices," as listed in the Proposal.

10. COORDINATION WITH OTHER CONTRACTORS

The Contractor is advised that other construction may be taking place in the area, and it

will be the responsibility of the Contractor to coordinate his work so that it will be

completed in a timely manner. It is the responsibility of the Contractor to positively

coordinate his activities and schedule with all other Rhode Island Department of

Transportation and private developers or contractors on/or adjacent to the site to ensure

that construction delays do not occur and traffic is maintained. Coordination may be

required with other Rhode Island Department of Transportation contracts including, but

not limited to, the following:

Airport Connector & Route 2 Bridge Preservation (RIC#2015-CB-049)

South County Freeway Bridge No. 686 (RIC#2016-CB-047)

11. NIGHT WORK OPERATIONS

Highway lighting shall not be relied upon for work zone lighting. The cost of the work

zone lighting required for nighttime operations shall be incidental to the contract. No

separate payment will be made for lighting of the work zone during any nighttime

operation.

12. CONTRACTOR'S RESPONSIBILITY FOR DAMAGED STORM DRAINS

The Contractor shall use care when working within or in the vicinity of existing drainage

structures. Any drainage pipe or culverts damaged while performing any and all work on

this contract shall be the Contractor's responsibility. Any drainage structure or pipe

damaged by the Contractor shall be replaced or repaired by the Contractor to the

satisfaction of the Engineer at no additional cost to the State.

R-1

Addendum No. 2

CS-7

parking-space lines), shall be installed before the end of the work shift on the final

wearing surface areas that will be opened to traffic at the end of the shift.

The dimensions of all waterborne and temporary waterborne pavement markings used in

work zones (e.g., the width of an edge line) shall be equal to the dimensions of permanent

pavement markings that would normally (and/or will) be installed on the facility.

Epoxy resin pavement markings shall be placed on the final wearing surface no sooner

than two weeks but no later than four weeks from the completion of the paving operation.

18. STORAGE OF CONSTRUCTION MATERIAL AND/OR EQUIPMENT

There shall be no parking or storage of construction material or equipment under the drip

line of any trees.

19. SPECIALTY ITEMS

The following shall be designated as specialty items:

Pavement Markings (temporary and permanent)

Highway Signing (excluding temporary signs)

Guardrail Items

Traffic Monitoring Equipment

20. UNIT BID ITEM AND LUMP SUM BID ITEM PAYMENTS

For requirements and work described in the Contract Documents but not expressly

identified to be measured separately for payment, the costs thereof shall be included in

the contract bid prices of the items of work to which they pertain as listed in the Proposal.

21. PAYMENT FOR WORK

Subsection 109.06 of the Specifications requires the Contractor to submit Department-

provided invoice forms for payment requests. Refer to Appendix D for the Department's

invoice procedures and example forms.

R-1

Addendum No. 2

APPENDIX D

PROCEDURES FOR SECTION 109.06 PAYMENT FOR WORK

Addendum No. 2

Procedures for Section 109.06 Payment for Work

The Contractor shall prepare an invoice to apply for a payment for work completed. The Contractor shall

utilize the Request for Payment templates supplied by the Department including the following

attachments:

A. Detailed Invoice - This detailed invoice shall be submitted in both hard copy and Excel® and

include the following information:

a. The date of the invoice.

b. The Project Name and State and Federal Project Numbers.

c. The Contract Item number(s) - for which the Contractor is seeking payment as they

appear in the Contract Proposal.

d. The Contract Item name or names for which the Contractor is seeking payment as they

appear in the contract proposal.

e. The date(s) each Contract Item was performed.

f. Name of Contractor/ Subcontractor that performed the work.

g. The location(s) where the Work associated with each Contract Item was performed,

cross referenced to the location(s) shown in the Distribution of Quantities.

h. Invoiced Item Quantities: The quantity of each Contract Item performed by date and by

location since the previous invoice. For Lump Sum Items, the Contactor shall provide the

percentage of work completed since the previous invoice. Prior to start of work the

contractor shall submit a Lump Sum Item Breakdown for the Engineer's review,

acceptance and allocation of payments for the Item in accordance with section I 09.07

of the Standard Specifications.

i. All calculations shall conform to the Method of Measurement and Basis of

Payment portions of the appropriate Item Code(s). Documentation shall-

include, but is not limited to, backup calculations, measurements, sketches,

information etc.

i. Cumulative Item Quantities: A cumulative total of the quantities performed for each

Contract Item including this request.

j. Bid Prices: The Contract Price for each Contract Item, for Unit Bid Items and Lump Sum

Bid Items as applicable, shall be listed for each item being invoiced.

k. Extended Prices: Calculate the extended price of each item being invoiced in this

request. For Unit Bid Items, this is to be calculated by multiplying each item quantity

completed for this invoice by its Contract Unit Bid Price (i.e., Extended Price $ = Qty

Invoiced x Unit Bid Price). For Lump Sum Items, this is to be calculated by multiplying

each item by the percentage of its work completed for this invoice by its Lump Sum Bid

Price (i.e., Extended Price$ = %CompleteThis-invoice-period x Lump Sum Bid Price).

l. Total Invoice Price: Sum all extended prices calculated in step 11 and report this amount

as the total amount being invoiced under this request.

B. Certificates of Compliance -A list of the certificates of compliances attached or that have been

submitted to the Department and date submitted for the work that is listed on the invoice in

accordance with Section 106.04. "Certification of Compliance."

Addendum No. 2

C. Certified Payrolls - A list of the certified payrolls attached or that have been submitted to the

Department and date submitted for the work that is listed on the invoice. List all outstanding

payrolls yet to be submitted by week ending date and contractor\subcontractor.

D. Subcontractor Payments - A list of all payments (including all retainage payments) made to date

to subcontractors for amounts previously billed and paid by the State for the related project.

E. Extra Work- A list of Potential Extra Work (including date Extra work Identified, who performed

the extra work, Issue Description, Why is this request considered Extra work, value.

F. EEO Certification - A statement that all EEO documentation has been submitted as required by

the Contract.

General - Outstanding or missing documentation for Items A through F above will be a basis for rejection

and/or modification of the Request for Payment. Please also note that a final set of as-built plans is also

required in accordance with Section 934.03.3 h. Field Control and Construction Layout.

Please see attached for examples of each attachment. The Department also has an Excel file that can be

used as a template that can be made available for use upon request.

Addendum No. 2

From

:To

:DO

T.Accoun

tspayable@

dot.ri.gov

Invoice:

RI DEPT OF TR

ANSPORT

ATION

PTSID #

TWO CAP

ITOL HILL Roo

m 230

/Accou

nts P

ayable

Invoice date:

PROVIDE

NCE

, RI 02

903

Perio

d en

ding

date:

Requ

est for paymen

t:

Project:

Locatio

n:

Total Req

uested

Tod

ate

NTP:

Approved

This p

eriod

Retainage This pe

riod

Contract Com

pletion:

Approved

for P

aymen

t This p

eriod

Contract No.:

Total Retainage to

date

Remaining

Con

tract to bill

ATT:

Y/N

CONTR

ACTO

R:State Of

Coun

ty Of

By:

Subscribed

and

sworn to before me this

day of

Date:

Notary Pu

blic

My commission expires:

12,890

.00

$

549.00

$

10,431

.00

$

644.50

$

MM/DD/YYYY

RI 20__‐__

‐___

80,200

.00

$

5,20

0.00

$

Subcon

tractor P

aymen

ts

Changes a

pproved in previou

s mon

ths b

y Owne

r65

,200

.00

$

5,20

0.00

$

Detailed Invoice

Certificates o

f Com

pliance

NET CHA

NGES by Ch

ange Order

75,000

.00

$

EEO Certification

To th

e be

st of m

y know

ledge. I certify, that the

Work pe

rformed

and

materials supp

lied un

der this invoice have be

en com

pleted

in accordance with

the Co

ntract (including

all authorize

d changes). I certify that th

e paym

ent

requ

ested in th

is invoice represen

ts th

e actual value

of the

Work completed

und

er th

e term

s and

requ

iremen

ts of the

Con

tract (includ

ing all autho

rized

changes). I un

derstand

that failure to

notify

the Re

siden

t Engineer/staff o

f any Work pe

rformed

and

includ

ed on this invoice will be considered

null until adeq

uate investigation/inspectio

n by

the State is completed

and

justified

. I also

certify that th

e Co

ntractor (C

ontractor N

ame) has paid all

subcon

tractors (b

y term

s of the

ir contracts) th

e am

ounts p

reviou

sly billed

and

paid by

the ow

ner. This c

ertification is made in com

pliance with

all fede

ral and

state laws a

nd re

gulatio

ns fo

r false statem

ents includ

ing, but not

limite

d, to

18 U.S.C. §10

20, Fraud

and

False Statemen

ts, and

23 C.F.R. §63

5.11

9, False Statemen

ts. I am duly authorize

d to certify on

beh

alf o

f (Co

ntractor Nam

e).

(Con

tractor n

ame)

RHODE

ISLAND

PROVIDE

NCE

Total app

roved this mon

th15

,000

.00

$

Payrolls Re

ceived

TOTA

LS

Resid

ent E

ngineer

CHAN

GE ORD

ER SUMMAR

YAD

DITIONS

DED

UCT

IONS

Curren

t Billing Re

quire

men

ts

408,43

0.00

$

Revise

d contract amou

nt42

1,32

0.00

$

(Location(s))

MM/DD/YYYY

10,980

.00

$

A

pproved changes

75,000

.00

$

(Project Nam

e)

REQUEST FO

R PA

YMEN

T(Con

tractor N

ame)

(Invoice #)

(Add

ress)

(Enter #)

(City

, State, Zip)

MM/D

D/YYY

YMM/D

D/YYY

YCo

ntract For:

Insert Con

tract N

ame

Orig

inal con

tract a

mou

nt34

6,32

0.00

$

Addendum No. 2

8/9/20

17

(Ent

er P

roje

ct n

ame)

Invo

ice

Dat

e:

(Pro

ject

Spe

cific

Con

tract

#)

(Pro

ject

Spe

cific

Con

tract

#)

DO

NO

T E

DIT

TH

IS C

OLU

MN

--

CO

NT

AIN

S F

OR

MU

LA

DO

NO

T E

DIT

TH

IS C

OLU

MN

--

CO

NT

AIN

S F

OR

MU

LA

DO

NO

T E

DIT

TH

IS C

OLU

MN

--

CO

NT

AIN

S F

OR

MU

LA

DO

NO

T E

DIT

TH

IS

CO

LU

MN

--

CO

NT

AIN

S

FO

RM

ULA

DO

NO

T E

DIT

TH

IS C

OLU

MN

--

CO

NT

AIN

S F

OR

MU

LA

ITE

M N

OIt

em C

ode

DE

SCR

IPT

ION

UN

ITU

NIT

PR

ICE

CO

NT

RA

CT

Q

TY

TO

TA

L C

ON

TR

AC

T

VA

LU

E

RE

QU

EST

ED

Q

UA

NT

ITY

TH

IS

PER

IOD

TO

TA

L T

HIS

PE

RIO

D

DA

TE

WO

RK

PE

RFO

RM

ED

BA

CK

UP

SHE

ET

R

EFE

RE

NC

E (1

)C

ON

TR

AC

TO

R o

r SU

BC

ON

TR

AC

TO

R &

NA

ME

RID

OT

APP

RO

VE

D

QU

AN

TIT

Y T

HIS

PE

RIO

DT

OT

AL

APP

RO

VE

D T

HIS

PE

RIO

DR

etai

nage

this

pe

riod

at 5

%PR

EV

IOU

S A

PPR

OV

ED

QT

YPr

evio

usl y

App

rove

d A

mou

ntQ

TY

TO

DA

TE

Tot

al R

etai

nage

to

dat

e at

5%

AM

OU

NT

TO

DA

TE

001

CLE

AR

ING

AN

D G

RU

BB

ING

SY$1

0.00

5100

.00

$

51

,000

.00

50.0

0$

500

.00

2/8/

2017

1Pr

ime

50.0

0$

50

0.00

$

25

.00

31.0

0$

31

0.00

81

.00

$

4

0.50

$8

10.0

000

2R

EMO

VE

AN

D D

ISPO

SE G

RA

NIT

E C

UR

BLF

$10.

0023

000.

00 $

2

30,0

00.0

0 83

6.00

$

8,3

60.0

0 2/

8/20

172

Sub

A83

6.00

$

8,

360.

00

$

4

18.0

0 25

.00

$

250.

00

861.

00$

430.

50

$8,6

10.0

000

3R

EMO

VE

AN

D D

ISPO

SE C

ON

CR

ETE

CU

RB

LF$1

0.00

126.

00 $

1,2

60.0

0 10

.00

$

1

00.0

0 2/

8/20

173

Sub

B8.

00$

8

0.00

$

4

.00

32.0

0$

32

0.00

40

.00

$

2

0.00

$4

00.0

000

4R

EMO

VE

AN

D D

ISPO

SE S

IDEW

ALK

SSY

$10.

0055

60.0

0 $

55,6

00.0

0 75

.00

$

7

50.0

0 2/

8/20

174

Sub

B74

.00

$

740.

00

$

37.0

0 25

.00

$

250.

00

99.0

0$

49.

50

$990

.00

005

REM

OV

E A

ND

DIS

POSE

PA

VEM

ENT

AN

D

RIG

ID B

ASE

SY$2

0.00

298.

00 $

5,9

60.0

0 60

.00

$

1,

200.

00

2/8/

2017

5Su

b A

60.0

0 $

1,2

00.0

0 $

6

0.00

29

.00

$

580

.00

89.0

0 $

89

.00

$1,7

80.0

0

006

REM

OV

E A

ND

DIS

POSE

HA

ND

HO

LEEA

CH

$100

.00

25.0

0 $

2,5

00.0

0 1.

00$

100

.00

2/8/

2017

6Su

b B

1.00

$

100.

00

$

5.0

0 2.

00$

20

0.00

3.

00$

15.

00

$300

.00

$0.0

0 $

-

$

-

$

-

$

-

0.00

$

-

$0

.00

$0.0

0 $

-

$

-

$

-

$

-

0.00

$

-

$0

.00

$0.0

0 $

-

$

-

$

-

$

-

0.00

$

-

$0

.00

$0.0

0 $

-

$

-

$

-

$

-

0.00

$

-

$0

.00

$0.0

0 $

-

$

-

$

-

$

-

0.00

$

-

$0

.00

$0.0

0 $

-

$

-

$

-

$

-

0.00

$

-

$0

.00

$0.0

0 $

-

$

-

$

-

$

-

0.00

$

-

$0

.00

$0.0

0 $

-

$

-

$

-

$

-

0.00

$

-

$0

.00

$0.0

0 $

-

$

-

$

-

$

-

0.00

$

-

$0

.00

$0.0

0 $

-

$

-

$

-

$

-

0.00

$

-

$0

.00

$0.0

0 $

-

$

-

$

-

$

-

0.00

$

-

$0

.00

$0.0

0 $

-

$

-

$

-

$

-

0.00

$

-

$0

.00

$0.0

0 $

-

$

-

$

-

$

-

0.00

$

-

$0

.00

$0.0

0 $

-

$

-

$

-

$

-

0.00

$

-

$0

.00

$0.0

0 $

-

$

-

$

-

$

-

0.00

$

-

$0

.00

$0.0

0 $

-

$

-

$

-

$

-

0.00

$

-

$0

.00

$0.0

0 $

-

$

-

$

-

$

-

0.00

$

-

$0

.00

$0.0

0 $

-

$

-

$

-

$

-

0.00

$

-

$0

.00

$0.0

0 $

-

$

-

$

-

$

-

0.00

$

-

$0

.00

$0.0

0 $

-

$

-

$

-

$

-

0.00

$

-

$0

.00

$0.0

0 $

-

$

-

$

-

$

-

0.00

$

-

$0

.00

$0.0

0 $

-

$

-

$

-

$

-

0.00

$

-

$0

.00

$0.0

0 $

-

$

-

$

-

$

-

0.00

$

-

$0

.00

$0.0

0 $

-

$

-

$

-

$

-

0.00

$

-

$0

.00

$0.0

0 $

-

$

-

$

-

$

-

0.00

$

-

$0

.00

$0.0

0 $

-

$

-

$

-

$

-

0.00

$

-

$0

.00

$0.0

0 $

-

$

-

$

-

$

-

0.00

$

-

$0

.00

$0.0

0 $

-

$

-

$

-

$

-

0.00

$

-

$0

.00

$0.0

0 $

-

$

-

$

-

$

-

0.00

$

-

$0

.00

$0.0

0 $

-

$

-

$

-

$

-

0.00

$

-

$0

.00

$0.0

0 $

-

$

-

$

-

$

-

0.00

$

-

$0

.00

$0.0

0 $

-

$

-

$

-

$

-

0.00

$

-

$0

.00

$0.0

0 $

-

$

-

$

-

$

-

0.00

$

-

$0

.00

$0.0

0 $

-

$

-

$

-

$

-

0.00

$

-

$0

.00

$0.0

0 $

-

$

-

$

-

$

-

0.00

$

-

$0

.00

$0.0

0 $

-

$

-

$

-

$

-

0.00

$

-

$0

.00

$0.0

0 $

-

$

-

$

-

$

-

0.00

$

-

$0

.00

$0.0

0 $

-

$

-

$

-

$

-

0.00

$

-

$0

.00

$0.0

0 $

-

$

-

$

-

$

-

0.00

$

-

$0

.00

$0.0

0 $

-

$

-

$

-

$

-

0.00

$

-

$0

.00

$0.0

0 $

-

$

-

$

-

$

-

0.00

$

-

$0

.00

$0.0

0 $

-

$

-

$

-

$

-

0.00

$

-

$0

.00

$0.0

0 $

-

$

-

$

-

$

-

0.00

$

-

$0

.00

$0.0

0 $

-

$

-

$

-

$

-

0.00

$

-

$0

.00

$0.0

0 $

-

$

-

$

-

$

-

0.00

$

-

$0

.00

$0.0

0 $

-

$

-

$

-

$

-

0.00

$

-

$0

.00

$0.0

0 $

-

$

-

$

-

$

-

0.00

$

-

$0

.00

$0.0

0 $

-

$

-

$

-

$

-

0.00

$

-

$0

.00

$0.0

0 $

-

$

-

$

-

$

-

0.00

$

-

$0

.00

$0.0

0 $

-

$

-

$

-

$

-

0.00

$

-

$0

.00

$0.0

0 $

-

$

-

$

-

$

-

0.00

$

-

$0

.00

$0.0

0 $

-

$

-

$

-

$

-

0.00

$

-

$0

.00

$0.0

0 $

-

$

-

$

-

$

-

0.00

$

-

$0

.00

$0.0

0 $

-

$

-

$

-

$

-

0.00

$

-

$0

.00

$0.0

0 $

-

$

-

$

-

$

-

0.00

$

-

$0

.00

$0.0

0 $

-

$

-

$

-

$

-

0.00

$

-

$0

.00

$346

,320

.00

$11,

010.

00$1

0,98

0.00

$

549.

00

$

1

,910

.00

$

644

.50

$12,

890.

00

$11,

010.

00

Not

es$3

46,3

20.0

0$1

0,98

0.00

1)$7

5,00

0.00

$549

.00

$12,

890.

00

Attachmen

t A ‐‐ Detailed Invoice

Proj

ect N

ame:

R.I.

Con

tract

No.

: F.

A.P

. Nos

.:

App

rove

d C

ontr

act V

alue

Ba

ckup

sheet sho

uld contain: locatio

n whe

re work pe

rformed

, cross re

ference to Distrib

ution of Quantities, backup calculations and

date of installatio

n.

#RE

F!

Tot

al R

eque

sted

toda

te

Req

uest

ed T

his p

erio

d A

ppro

ved

Thi

s per

iod

Ret

aina

ge T

his p

erio

d A

ppro

ved

Cha

nge

Ord

ers

1

Addendum No. 2

JONV

Rectangle

(Enter Project name) Invoice Date: #REF!

(Project Specific Contract #)

(Project Specific Contract #)

ITEM NO Item Code DESCRIPTION Date C of C QTY CONTRACT QTY

Notes1)

Attachment B ‐‐ Certificates of Compliance

List Certificates of Copliance and QTY's attached to this request

Project Name:

R.I. Contract No. :

F.A.P. Nos.:

1

Addendum No. 2


(Project Specific Contract #)(Project Specific Contract #)

ITEM NO Item Code DESCRIPTION Date QTY CONTRACT QTY

Notes1) List Certified Payrolls attached to this request.

Attachment C ‐‐ Certified PayrollsProject Name:

R.I. Contract No. : F.A.P. Nos.:

1

Addendum No. 2


(Project Specific Contract #)(Project Specific Contract #)

Date Subcontractor List Invoiced with this payment Total Invoiced todate Total Paid to date Remaining Balance

Notes1) List all payments to subcontractors during this period as well as to date.

Attachment D ‐‐ Subcontractor PaymentsProject Name:

R.I. Contract No. : F.A.P. Nos.:

1

Addendum No. 2

(Ent

er P

roje

ct n

ame)

Invo

ice

Dat

e:#R

EF!

(Pro

ject

Spe

cific

Con

tract

#)

(Pro

ject

Spe

cific

Con

tract

#)

Num

ber

Dat

e E

xtra

wor

k Id

entif

ied

Nam

e

C

ontr

acto

r/su

bcon

trac

tor

Issu

e D

escr

iptio

n R

I sta

ndar

d Sp

ecifi

catio

n Su

ppor

ting

Req

uest

for

Ext

ra W

ork.

Ext

ra W

ork

Val

ueR

I DO

T P

ositi

onD

ate

Is

sue

Res

olve

d

Cha

nge

Ord

er

#It

em #

Am

ount

Pa

id

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

E‐ Poten

tial Extra W

ork

R.I.

Con

tract

No.

: F.

A.P

. Nos

.:

Proj

ect N

ame:

1

Addendum No. 2

INDEX

SPECIFICATIONS - JOB SPECIFIC

CODE TITLE PAGE

JS-i

105.02 Plans and Shop Drawings JS-1

108.01 Subletting of Contract JS-2

108.03 Prosecution and Progress JS-3

108.1000 Prosecution and Progress JS-4

109.06 Partial Payments JS-5

109.09 Acceptance and Final Payment JS-7

201.9901 Remove and Dispose Concrete Gore Marker JS-8

201.9902 Remove and Dispose Traffic Monitoring Equipment Cabinet and

Foundation

JS-10

201.9903 Remove and Dispose Traffic Monitoring Equipment Cabinet

Foundation

JS-11a

206.9901 Inlet Sediment Control Device JS-12

206.9902 Heavy-Duty Mesh Tarp for Collecting and Removing Debris at Outfalls JS-14

212.1000 Maintenance and Cleaning of Erosion and Pollution Controls JS-16

213.9901 Placement of Millings at Edge-of-Pavement JS-17

401.9901 Pay Adjustments JS-19

402.9902 Friction Course JS-20

402.9903 Friction Course for Shoulders JS-23a

413 Rideability - Surface Course JS-24

415.9901 Intelligent Compaction for HMA JS-28

928 Truck-Mounted Attenuator with Truck-Mounted Flashing Arrow Board JS-36

932.9901 Sawcut of Bituminous Pavement for Concrete Gore Marker Removal JS-40

936 Mobilization JS-41

R-2

Addendum No. 2

INDEX

SPECIFICATIONS - JOB SPECIFIC

CODE TITLE PAGE

JS-ii

937.1000 Maintenance and Movement of Traffic Protection Devices JS-42

938.1000 Price Adjustments JS-43

943.0200 On-the-Job Training JS-44

944 Diesel Emissions Reduction Program JS-49

T13.9901 Remove Existing and Install New Traffic Monitoring Station - Ramps JS-50

T13.9902 Remove Existing and Install New Traffic Monitoring Station with

Double Junction Box and Loops - Ramps JS-52

T20.9903 Epoxy Resin Pavement Marking Yield Bar - White JS-54

T20.9904 Special Epoxy Resin Pavement Marking Word “Exit” - White JS-55

T20.9905 Special Epoxy Resin Pavement Marking Word “ONLY” - White JS-56

T20.9906 Epoxy Resin Pavement Marking Word “R. I. 4” - White JS-57

T20.9907 Epoxy Resin Pavement Marking Lane Reduction Arrow - White JS-58

R-2

Addendum No. 2

Date: 7/18/2017

RICN: 2017-CH-050

Page 1 of 1

CODE 402.9903 FRICTION COURSE FOR SHOULDERS DESCRIPTION.

This specification describes the requirements for friction course to be used in low-speed

shoulders constructed separately from the travel lanes.

MATERIALS.

The Materials shall be as described within the “Materials” section of Friction Course, Code

402.9902 with the exception that the binder shall meet the requirements of PG 64S-28.

CONSTRUCTION METHODS.

The Construction Methods shall be as described within the “Construction Methods” section of

Friction Course, Code 402.9902. Friction Course for Shoulders shall not be used where traffic

crosses the shoulder at ramps.

METHOD OF MEASUREMENT.

Friction Course for Shoulders shall be measured using the “Method of Measurement” section of

Friction Course, Code 402.9902.

BASIS OF PAYMENT.

The Basis of Payment shall be as described within the “Basis of Payment” section of Friction

Course, Section 402.9902.

Addendum No. 2 JS-23a

Table of Contents - Distribution of Quantities

Project Name - I-95 Resurfacing (Route 2 to Service Avenue)Estimate Name - Current - Addendum 2

R.I. Contract No. - 2017-CH-050FAP Nos: NHP-0950(376), NHPG-0950(377)

ItemCode Description Page

201.0409 REMOVE AND DISPOSE FLEXIBLE PAVEMENT 1201.0415 REMOVE AND DISPOSE GUARDRAIL AND POST ALL TYPES 1201.0428 REMOVE AND DISPOSE FRAME AND GRATE OR FRAME AND COVER 2201.0610 REMOVE AND DISPOSE DIRECTIONAL, WARNING, REGULATORY,

SERVICE, AND STREET SIGNS2

201.9901 REMOVE AND DISPOSE CONCRETE GORE MARKER 7201.9902 REMOVE AND DISPOSE TRAFFIC MONITORING EQUIPMENT CABINET

AND FOUNDATION7

206.0312 COMPOST FILTER SOCK 12 INCH DIAMETER 7206.9901 INLET SEDIMENT CONTROL DEVICE 12206.9902 HEAVY-DUTY MESH TARP FOR COLLECTING AND REMOVING DEBRIS AT

OUTFALLS12

212.2000 CLEANING AND MAINTENANCE OF EROSION CONTROLS 13213.0100 PLACEMENT OF MILLINGS BENEATH GUARDRAIL 13213.9901 PLACEMENT OF MILLINGS AT EDGE OF PAVEMENT 14401.3005 CLASS 9.5 HMA FOR MISCELLANEOUS WORK 15402.9902 FRICTION COURSE 16403.0300 ASPHALT EMULSION TACK COAT 20414.0100 WARM MIX ADDITIVE 21415.9901 INTELLIGENT COMPACTION FOR HMA 21702.0513 FRAME AND GRATE STANDARD 6.3.1 22702.0522 FRAME AND COVER STANDARD 6.2.1 22704.0100 RECONSTRUCT CATCH BASIN/CORBEL CONES 22704.0200 RECONSTRUCT MANHOLE/CORBEL CONES 22704.0300 RECONSTRUCT CATCH BASIN/VERTICAL WALLS 22704.0400 RECONSTRUCT MANHOLE/VERTICAL WALLS 22707.0900 ADJUST MANHOLES TO GRADE 23707.1100 ADJUST CATCH BASINS 23708.9040 CLEANING AND FLUSHING PIPE ALL SIZES 28708.9041 CLEANING CATCH BASINS ALL TYPES AND SIZES 37708.9042 CLEANING MANHOLES ALL TYPES AND SIZES 44901.0101 GUARDRAIL STEEL BEAM SINGLE FACE EARTH AND ASPHALT 46901.0190 GUARDRAIL STEEL BEAM ANCHORAGE APPROACH SECTION STANDARDS

34.3.1 AND 34.3.347

901.0191 GUARDRAIL STEEL BEAM ANCHORAGE TRAILING END SECTION STANDARD 34.3.4

47

901.0199 GUARDRAIL END TREATMENT, ENERGY ABSORBING TERMINAL 48914.5010 FLAGPERSONS 48914.5020 FLAGPERSONS - OVERTIME 48922.0100 TEMPORARY CONSTRUCTION SIGNS STANDARD 29.1.0 AND 27.1.1 49923.0125 ** ITEM DELETED ** 61923.0200 FLUORESCENT TRAFFIC CONES STANDARD 26.1.0 61925.0112 PORTABLE CHANGEABLE MESSAGE SIGN 62928.9901 TRUCK MOUNTED ATTENUATOR WITH TRUCK MOUNTED FLASHING ARROW

BOARD63

929.0110 FIELD OFFICE 63931.0110 CLEANING AND SWEEPING PAVEMENT 63932.0100 CUTTING AND MATCHING ASPHALT 64932.9901 SAWCUT OF BITUMINOUS PAVEMENT FOR CONCRETE GORE MARKER

REMOVAL65

935.0400 REMOVING BITUMINOUS PAVEMENT BY MICRO MILLING 66936.9901 MOBILIZATION 71937.0200 MAINTENANCE AND MOVEMENT TRAFFIC PROTECTION 71943.0200 TRAINEE MAN-HOURS 72

R - 1Addendum - 2

Index: 1

R - 2

Table of Contents - Distribution of Quantities



ItemCode Description Page

944.9901 DIESEL EMISSIONS REDUCTION PROGRAM 72T05.0100 PRECAST TYPE A HANDHOLE STANDARD 18.2.0 72T05.0200 PRECAST TYPE H HEAVY DUTY HANDHOLE STANDARD 18.2.1 72T05.1030 ADJUST HANDHOLE TO GRADE 73T13.9901 REMOVE EXISTING AND INSTALL NEW TRAFFIC MONITORING

STATION- RAMPS74

T13.9902 REMOVE EXISTING AND INSTALL NEW TRAFFIC MONITORING STATION WITH DOUBLE JUNCTION BOX AND LOOPS- RAMPS

75

T15.0100 DIRECTIONAL REGULATORY AND WARNING SIGNS 75T20.0006 6 INCH WHITE FAST - DRYING WATERBORNE PAVEMENT MARKING

PAINT90

T20.0012 12 INCH WHITE FAST - DRYING WATERBORNE PAVEMENT MARKING PAINT

90

T20.0106 6 INCH YELLOW FAST - DRYING WATERBORNE PAVEMENT MARKING PAINT

91

T20.0900 BI-DIRECTIONAL CONTROL DEVICE STANDARD 20.2.0 91T20.1106 6 INCH TEMPORARY WATERBORNE PAINT PAVEMENT MARKINGS WHITE 91T20.1112 12 INCH TEMPORARY WATERBORNE PAINT PAVEMENT MARKINGS WHITE 91T20.1206 6 INCH TEMPORARY WATERBORNE PAINT PAVEMENT MARKINGS YELLOW 92T20.2006 6 INCH EPOXY RESIN PAVEMENT MARKINGS WHITE 92T20.2012 12 INCH EPOXY RESIN PAVEMENT MARKINGS WHITE 100T20.2016 6 INCH EPOXY RESIN PAVEMENT MARKINGS YELLOW 103T20.2022 EPOXY RESIN PAVEMENT MARKING WORD "ONLY" STANDARD 20.1.0 109T20.2040 ** ITEM DELETED ** 110T20.2054 ** ITEM DELETED ** 110T20.9901 ** ITEM DELETED ** 110T20.9902 ** ITEM DELETED ** 111201.9903 REMOVE AND DISPOSE TRAFFIC MONITORING EQUIPMENT CABINET

FOUNDATION111

401.9901 PAY ADJUSTMENTS 111T20.9903 EPOXY RESIN PAVEMENT MARKING YIELD BAR - WHITE 111T20.9904 SPECIAL EPOXY RESIN PAVEMENT MARKING WORD "EXIT" - WHITE 111T20.9905 SPECIAL EPOXY RESIN PAVEMENT MARKING WORD "ONLY" - WHITE 112T20.9906 EPOXY RESIN PAVEMENT MARKING WORD "R.I. 4" - WHITE 112T20.9907 EPOXY RESIN PAVEMENT MARKING LANE REDUCTION ARROW - WHITE 112201.0423 REMOVE AND DISPOSE HANDHOLE 113201.0617 REMOVE AND DISPOSE CONDUIT - ALL SIZES 113402.9903 FRICTION COURSE FOR SHOULDERS 113923.0105 DRUM BARRICADE STANDARD 26.2.0 116923.0120 PLASTIC PIPE BARRICADE STANDARD 26.3.0 116924.0113 ADVANCE WARNING ARROW PANEL 116

R - 1Addendum - 2

Index: 2

R - 2

Page 14 of 116

Distribution of Quantities



Item No.

Item Code Description UM Qty. Pay Code

Seq. No.

011 213.0100 Cont. RAMP F 308.00 0005 01

RAMP G 324.00 0005 01

GENERAL PLAN NO. 25

STA. 336+55 RT TO 337+55 RT 100.00 0005 01

(95 NB)

GENERAL PLAN NO. 32

RAMP E-1 205.00 0005 01

RAMP E-2 240.00 0005 01

RAMP W-1 165.00 0005 01

GENERAL PLAN NO. 33

RAMP W-1 82.00 0005 01

GENERAL PLAN NO. 34

RAMP E-1 208.00 0005 01

GENERAL PLAN NO. 37

RAMP E-1 674.00 0005 01

RAMP W-1 422.00 0005 01

GENERAL PLAN NO. 38

RAMP E-1 1,021.00 0005 01

RAMP W-1 190.00 0005 01

GENERAL PLAN NO. 39

RAMP E-2 228.00 0005 01

Item 213.0100 Total: 5,089.00

012 213.9901 PLACEMENT OF MILLINGS AT EDGE OF CY

PAVEMENT

GENERAL PLAN NO. 07

STA. 175+72 TO STA. 176+27 LT 2.00 0005 01

STA. 176+58 TO STA. 176+63 LT 1.00 0005 01

STA. 177+10 TO STA. 178+00 LT 3.00 0005 01

GENERAL PLAN NO. 10

STA. 220+90 TO STA. 221+07 RT 1.00 0005 01

GENERAL PLAN NO. 11

STA. 221+07 TO STA. 222+65 RT 4.00 0005 01

R - 1Addendum - 2

Page 15 of 116




Item No.


Seq. No.

012 213.9901 Cont. GENERAL PLAN NO. 15

RAMP D 16.00 0005 01

RAMP F 12.00 0005 01

GENERAL PLAN NO. 29

STA. 376+64 TO STA. 380+15 RT 11.00 0005 01

STA. 380+35 TO STA. 381+08 RT 3.00 0005 01

STA. 384+14 TO STA. 387+00 RT 9.00 0005 01

STA. 385+11 TO STA. 386+34 LT 3.00 0005 01

GENERAL PLAN NO. 30

STA. 387+00 TO STA. 387+50 RT 2.00 0005 01

STA. 388+35 TO STA. 396+07 LT 20.00 0005 01

STA. 390+00 TO STA. 399+00 RT 28.00 0005 01

GENERAL PLAN NO. 31

STA. 399+00 TO STA. 400+65 RT 7.00 0005 01

GENERAL PLAN NO. 32

STA. 415+75 TO STA. 416+19 RT 2.00 0005 01

GENERAL PLAN NO. 33

STA. 417+25 TO STA. 418+65 RT 3.00 0005 01

GENERAL PLAN NO. 35

STA. 442+36 TO STA. 443+02 RT 3.00 0005 01

MISC.

AS DIRECTED BY ENGINEER 130.00 0005 01

Item 213.9901 Total: 260.00

013 401.3005 CLASS 9.5 HMA FOR MISCELLANEOUS TON

WORK

AS REQUIRED FOR UTILITY

ADJUSTMENTS

PROJECT WIDE 151.00 0005 01

FOR CONCRETE GORE MARKER REMOVAL

AT CENTERVILLE ROAD RAMP D 108.00 0005 01

AT CENTERVILLE ROAD RAMP E 63.00 0005 01

AT CENTERVILLE ROAD RAMP F 49.00 0005 01

R - 1Addendum - 2

Page 15a of 116




Item No.


Seq. No.

013 401.3005 Cont. AT CENTERVILLE ROAD RAMP G 49.00 0005 01

AT CENTERVILLE ROAD RAMP H 94.00 0005 01

AT CENTERVILLE ROAD RAMP J 65.00 0005 01

Addendum - 2

Page 16 of 116




Item No.


Seq. No.

013 401.3005 Cont. AT I-295 NB 80.00 0005 01

AT I-295 SB 231.00 0005 01

AT ROUTE 4 SB 87.00 0005 01

MISC. ADDITIONAL

AS REQUIRED 23.00 0005 01

Item 401.3005 Total: 1,000.00

014 402.9902 FRICTION COURSE TON

GENERAL PLAN NO. 01

RAMP H 76.00 0005 01

RAMP J 102.00 0005 01

GENERAL PLAN NO. 02

RAMP H 222.00 0005 01

GENERAL PLAN NO. 03

RAMP J 277.00 0005 01

GENERAL PLAN NO. 04

ROUTE 95 NB 174.00 0005 01

ROUTE 95 SB 284.00 0005 01

GENERAL PLAN NO. 05

ROUTE 4 SB 12.00 0005 01

ROUTE 95 NB 307.00 0005 01

ROUTE 95 SB 531.00 0005 01

GENERAL PLAN NO. 06

ROUTE 95 NB 839.00 0005 01

ROUTE 95 SB 786.00 0005 01

GENERAL PLAN NO. 07

ROUTE 95 NB 894.00 0005 01

ROUTE 95 SB 643.00 0005 01

GENERAL PLAN NO. 08

ROUTE 95 NB 661.00 0005 01

ROUTE 95 SB 658.00 0005 01

GENERAL PLAN NO. 09

ROUTE 95 NB 677.00 0005 01

R - 1Addendum - 2

Page 17 of 116




Item No.


Seq. No.

014 402.9902 Cont. ROUTE 95 SB 647.00 0005 01

GENERAL PLAN NO. 10

ROUTE 95 NB 666.00 0005 01

ROUTE 95 SB 665.00 0005 01

GENERAL PLAN NO. 11

ROUTE 95 NB 662.00 0005 01

ROUTE 95 SB 661.00 0005 01

GENERAL PLAN NO. 12

ROUTE 95 NB 672.00 0005 01

ROUTE 95 SB 658.00 0005 01

GENERAL PLAN NO. 13

ROUTE 95 NB 657.00 0005 01

ROUTE 95 SB 683.00 0005 01

GENERAL PLAN NO. 14

ROUTE 95 NB 783.00 0005 01

ROUTE 95 SB 895.00 0005 01

GENERAL PLAN NO. 15

RAMP D 150.00 0005 01

RAMP E 95.00 0005 01

RAMP F 90.00 0005 01

RAMP G 75.00 0005 01

ROUTE 95 NB 373.00 0005 01

ROUTE 95 SB 385.00 0005 01

GENERAL PLAN NO. 16

RAMP H 201.00 0005 01

RAMP J 183.00 0005 01

GENERAL PLAN NO. 17

RAMP D 266.00 0005 01

RAMP E 247.00 0005 01

GENERAL PLAN NO. 18

RAMP F 233.00 0005 01

RAMP G 224.00 0005 01

GENERAL PLAN NO. 19

R - 1Addendum - 2

Page 18 of 116




Item No.


Seq. No.

014 402.9902 Cont. RAMP F 258.00 0005 01

RAMP G 262.00 0005 01

GENERAL PLAN NO. 20

RAMP H 31.00 0005 01

RAMP J 68.00 0005 01

GENERAL PLAN NO. 21

ROUTE 95 NB 206.00 0005 01

ROUTE 95 SB 235.00 0005 01

GENERAL PLAN NO. 22

ROUTE 95 SB 1,048.00 0005 01

GENERAL PLAN NO. 23

ROUTE 295 SB 31.00 0005 01

ROUTE 95 SB 689.00 0005 01

GENERAL PLAN NO. 24

ROUTE 295 NB 38.00 0005 01

ROUTE 95 NB 968.00 0005 01

GENERAL PLAN NO. 25

ROUTE 95 NB 822.00 0005 01

GENERAL PLAN NO. 26

ROUTE 95 NB 693.00 0005 01

ROUTE 95 SB 770.00 0005 01

GENERAL PLAN NO. 27

ROUTE 95 NB 855.00 0005 01

ROUTE 95 SB 853.00 0005 01

GENERAL PLAN NO. 28

ROUTE 95 NB 802.00 0005 01

ROUTE 95 SB 779.00 0005 01

GENERAL PLAN NO. 29

ROUTE 95 NB 770.00 0005 01

ROUTE 95 SB 742.00 0005 01

GENERAL PLAN NO. 30

ROUTE 95 NB 731.00 0005 01

ROUTE 95 SB 720.00 0005 01

R - 1Addendum - 2

Page 19 of 116




Item No.


Seq. No.


ROUTE 95 NB 664.00 0005 01

ROUTE 95 SB 551.00 0005 01

GENERAL PLAN NO. 32

RAMP E-1 53.00 0005 01

RAMP E-2 99.00 0005 01

RAMP W-1 51.00 0005 01

ROUTE 95 NB 618.00 0005 01

ROUTE 95 SB 666.00 0005 01

GENERAL PLAN NO. 33

RAMP W-1 88.00 0005 01

RAMP W-2 115.00 0005 01

ROUTE 95 NB 932.00 0005 01

ROUTE 95 SB 888.00 0005 01

GENERAL PLAN NO. 34

RAMP E-1 87.00 0005 01

ROUTE 95 NB 844.00 0005 01

ROUTE 95 SB 892.00 0005 01

GENERAL PLAN NO. 35

ROUTE 95 NB 730.00 0005 01

ROUTE 95 SB 735.00 0005 01

GENERAL PLAN NO. 36

ROUTE 95 NB 242.00 0005 01

ROUTE 95 SB 234.00 0005 01

GENERAL PLAN NO. 37

RAMP E-1 178.00 0005 01

RAMP W-1 161.00 0005 01

GENERAL PLAN NO. 38

RAMP E-1 198.00 0005 01

RAMP W-1 114.00 0005 01

GENERAL PLAN NO. 39

RAMP E-2 56.00 0005 01

RAMP W-2 80.00 0005 01

R - 1Addendum - 2

Page 20 of 116




Item No.


Seq. No.

014 402.9902 Cont. Item 402.9902 Total: 38,961.00

015 403.0300 ASPHALT EMULSION TACK COAT SY

FROM 201.0409

REMOVE AND DISPOSE FLEXIBLE 428.00 0005 01

PAVEMENT

FROM 201.9901

REMOVE AND DISPOSE CONCRETE 2,449.00 0005 01

GORE MARKER

FROM 932.9901

SAWCUT OF BITUMINOUS 170.00 0005 01

PAVEMENT FOR CONCRETE GORE

MARKER REMOVAL (3,851 LF X

4.75 IN / 12)/9

ROUTE 95 SB AND NB

GENERAL PLAN NO. 01 1,873.00 0005 01

GENERAL PLAN NO. 02 2,330.00 0005 01

GENERAL PLAN NO. 03 2,916.00 0005 01

GENERAL PLAN NO. 04 5,666.00 0005 01

GENERAL PLAN NO. 05 11,375.00 0005 01

GENERAL PLAN NO. 06 19,001.00 0005 01

GENERAL PLAN NO. 07 17,908.00 0005 01

GENERAL PLAN NO. 08 16,631.00 0005 01

GENERAL PLAN NO. 09 16,523.00 0005 01

GENERAL PLAN NO. 10 16,678.00 0005 01

GENERAL PLAN NO. 11 16,478.00 0005 01

GENERAL PLAN NO. 12 16,542.00 0005 01

GENERAL PLAN NO. 13 16,444.00 0005 01

GENERAL PLAN NO. 14 18,071.00 0005 01

GENERAL PLAN NO. 15 12,268.00 0005 01

GENERAL PLAN NO. 16 4,035.00 0005 01

GENERAL PLAN NO. 17 5,388.00 0005 01

GENERAL PLAN NO. 18 4,799.00 0005 01

R - 1Addendum - 2

Page 61 of 116




Item No.


Seq. No.

035 922.0100 Cont. SIGN W20-1 ("ROAD WORK 27.00 0021 02

AHEAD") 36"X 36" (3 EACH)

Item 922.0100 Total: 3,310.00

036 923.0125 PLASTIC PIPE TYPE III BARRICADE EACH

STANDARD 26.3.1

DETOUR PLAN NO. 7

DETOUR PLAN NO. 7 0021 02

ROUTE 117 RAMP G CLOSURE PLAN

ROUTE 117 RAMP G CLOSURE PLAN 0021 02

ROUTE 117 RAMP J CLOSURE PLAN

ROUTE 117 RAMP J CLOSURE PLAN 0021 02

Item 923.0125 Total: **DELETED**

037 923.0200 FLUORESCENT TRAFFIC CONES STANDARD EACH

26.1.0

AIRPORT CONNECTOR RAMP CLOSURES

RAMP FROM AIRPORT CONNECTOR 0021 02

TO I-95 NB (RAMP W-2) CLOSED

RAMP FROM AIRPORT CONNECTOR 0021 02

TO I-95 SB (RAMP W-1) CLOSED

MPT DETAIL PLAN NO. 1

TYPICAL OFF RAMP CLOSURE 0021 02

DETAIL


TYP. TWO LANE CLOSURE I-95 0021 02

HIGH SPEED LANES


LOW SPEED LANES


TYP. ONE LANE CLOSURE I-95 0021 02

HIGH SPEED LANE

TYP. ONE LANE CLOSURE I-95 0021 02

R - 1Addendum - 2

Page 62 of 116




Item No.


Seq. No.

037 923.0200 Cont. LOW SPEED LANE



CENTER TWO LANES

PROJECT WIDE

PER TRAFFIC MANAGEMENT PLANS 300.00 0021 02

Z: ADDITIONAL 300% FOR 900.00 0021 02

DAMAGED CONES

ROUTE 117 RAMP D CLOSURE PLAN

RTE 117 (EB) 0021 02

RTE 117 (WB) 0021 02


RTE 117- RAMP G CLOSURE 0021 02


RTE 117- RAMP J CLOSURE 0021 02

ROUTE 2 RAMP H CLOSURE PLAN

RTE 2- RAMP H CLOSURE 0021 02

Item 923.0200 Total: 1,200.00

038 925.0112 PORTABLE CHANGEABLE MESSAGE SIGN PDAY

AIRPORT CONNECTOR ON-RAMPS

RAMP W-1 14.00 0021 02

RAMP W-2 8.00 0021 02

MAINLINE I-95

AS REQUIRED 189.00 0021 02

LANE AND SHOULDER CLOSURES 120.00 0021 02

MPT PLAN 1 (TYP OFF-RAMP

CLOSURE)

I-95 NB (EXIT 08B) 24.00 0021 02

I-95 NB (EXIT 10) 25.00 0021 02

I-95 NB (EXIT 13) 26.00 0021 02

I-95 SB (EXIT 10A) 24.00 0021 02

I-95 SB (EXIT 10B) 24.00 0021 02

R - 1Addendum - 2

Page 62a of 116




Item No.


Seq. No.

038 925.0112 Cont. I-95 SB (EXIT 13) 27.00 0021 02

ROUTE 117 ON-RAMPS

RAMP D 4.00 0021 02

RAMP G 5.00 0021 02

Addendum - 2

Page 113 of 116




Item No.


Seq. No.

S076 T20.9907 Cont. SIGNING & STRIPING PLAN NO. 22

I-295 SB 1.00 0021 02

I-95 SB 2.00 0021 02

SIGNING & STRIPING PLAN NO. 23

I-295 SB 3.00 0021 02

Item T20.9907 Total: 13.00

077 201.0423 REMOVE AND DISPOSE HANDHOLE EACH

GENERAL PLAN NO. 23

SOUTHBOUND AVC/WIM STATION 3.00 0005 01

GENERAL PLAN NO. 29

TRAFFIC MONITORING STATION 1.00 0005 01

350016 (SB)


350017 (NB)

Item 201.0423 Total: 5.00

078 201.0617 REMOVE AND DISPOSE CONDUIT - ALL LF

SIZES

GENERAL PLAN NO. 23

SOUTHBOUND AVC/WIM STATION 182.00 0005 01

GENERAL PLAN NO. 29


350016 (SB)


350017 (NB)

Item 201.0617 Total: 199.00

079 402.9903 FRICTION COURSE FOR SHOULDERS TON

GENERAL PLAN NO. 04

STA. 142+98 TO 149+00 RT (NB) 68.00 0005 01

STA. 150+00 TO 151+25 LT (SB) 13.00 0005 01

GENERAL PLAN NO. 05

R - 1Addendum - 2

Page 114 of 116




Item No.


Seq. No.

079 402.9903 Cont. STA. 149+00 TO 153+83 RT (NB) 54.00 0005 01

STA. 151+25 TO 162+50 LT (SB) 117.00 0005 01

STA. 155+09 TO 160+65 RT (NB) 62.00 0005 01

GENERAL PLAN NO. 06

STA. 160+65 TO 166+50 RT (NB) 63.00 0005 01

STA. 162+50 TO 174+32 LT (SB) 120.00 0005 01

GENERAL PLAN NO. 07

STA. 174+32 TO 185+69 LT (SB) 115.00 0005 01

STA. 181+00 TO 185+00 RT (NB) 53.00 0005 01

GENERAL PLAN NO. 08

STA. 185+00 TO 197+00 RT (NB) 147.00 0005 01

STA. 185+69 TO 197+35 LT (SB) 117.00 0005 01

GENERAL PLAN NO. 09

STA. 197+00 TO 209+00 RT (NB) 131.00 0005 01

STA. 197+35 TO 209+00 LT (SB) 118.00 0005 01

GENERAL PLAN NO. 10

STA. 209+00 TO 221+04 LT (SB) 122.00 0005 01

STA. 209+00 TO 221+06 RT (NB) 134.00 0005 01

GENERAL PLAN NO. 11

STA. 221+04 TO 232+99 LT (SB) 123.00 0005 01

STA. 221+06 TO 233+03 RT (NB) 123.00 0005 01

GENERAL PLAN NO. 12

STA. 232+99 TO 245+02 LT (SB) 124.00 0005 01

STA. 233+03 TO 245+06 RT (NB) 120.00 0005 01

GENERAL PLAN NO. 13

STA. 245+02 TO 255+00 LT (SB) 111.00 0005 01

STA. 245+06 TO 257+02 RT (NB) 133.00 0005 01

GENERAL PLAN NO. 14

STA. 257+02 TO 261+00 RT (NB) 42.00 0005 01

GENERAL PLAN NO. 21

STA. 314+00 TO 317+04 RT (NB) 33.00 0005 01

GENERAL PLAN NO. 23

STA. 332+00 TO 340+00 LT (SB) 81.00 0005 01

Addendum - 2

Page 115 of 116




Item No.


Seq. No.


STA. 317+04 TO 329+00 RT (NB) 129.00 0005 01

GENERAL PLAN NO. 25

STA. 329+00 TO 335+00 RT (NB) 65.00 0005 01

GENERAL PLAN NO. 26

STA. 340+00 TO 343+50 LT (SB) 33.00 0005 01

STA. 345+50 TO 350+50 RT (NB) 56.00 0005 01

GENERAL PLAN NO. 27

STA. 360+75 TO 364+00 LT (SB) 12.00 0005 01

GENERAL PLAN NO. 28

STA. 364+00 TO 366+75 LT (SB) 31.00 0005 01

GENERAL PLAN NO. 29

STA. 377+50 TO 387+00 LT (SB) 102.00 0005 01

STA. 380+00 TO 387+00 RT (NB) 75.00 0005 01

GENERAL PLAN NO. 30

STA. 387+00 TO 398+00 RT (NB) 118.00 0005 01

STA. 387+00 TO 399+00 LT (SB) 145.00 0005 01

GENERAL PLAN NO. 31

STA. 399+00 TO 407+00 LT (SB) 99.00 0005 01

GENERAL PLAN NO. 32

STA. 411+00 TO 417+00 RT (NB) 66.00 0005 01

GENERAL PLAN NO. 33

STA. 417+00 TO 420+75 RT (NB) 41.00 0005 01

STA. 423+50 TO 429+00 LT (SB) 61.00 0005 01

GENERAL PLAN NO. 34

STA. 429+00 TO 431+00 LT (SB) 22.00 0005 01

STA. 438+50 TO 441+00 RT (NB) 27.00 0005 01

GENERAL PLAN NO. 35

STA. 441+00 TO 453+06 RT (NB) 145.00 0005 01

STA. 443+00 TO 453+06 LT (SB) 112.00 0005 01

GENERAL PLAN NO. 36

STA. 453+06 TO 457+00 LT (SB) 43.00 0005 01

STA. 453+06 TO 457+00 RT (NB) 47.00 0005 01

Addendum - 2

Page 116 of 116




Item No.


Seq. No.

079 402.9903 Cont. Item 402.9903 Total: 3,753.00

080 923.0105 DRUM BARRICADE STANDARD 26.2.0 BDAY

PROJECT WIDE

AS REQUIRED 3,000.00 0021 02

Item 923.0105 Total: 3,000.00

081 923.0120 PLASTIC PIPE BARRICADE STANDARD EACH

26.3.0

DETOUR PLAN NO. 7






Item 923.0120 Total: 11.00

082 924.0113 ADVANCE WARNING ARROW PANEL PDAY

PROJECT WIDE

AS REQUIRED 400.00 0021 02

Item 924.0113 Total: 400.00

Addendum - 2