Infrastructure and Operational Improvement Project Grand ... · 6 EB UTP to WB UTP 7* EB JRP to WB GCP (FROM EXISTING BIN 1-05575-B TO EAST END OF PROJECT LIMITS) 8* EB GCP to WB

1

Kew Gardens Interchange

Infrastructure and Operational Improvement Project

Grand Central Parkway

PIN X051.60, Contract No. D900043

Draft Request for Proposals (RFP)

Informational Meeting March 8, 2018

2

Presentation Staff Eric Celia, PMO & DB Program Director

Norm Schips, PMO Project Manager

Mike Liona, Hardesty & Hanover

Preliminary Design consultant

Olga Kleyman, R11 Project Manager

Kathryn Conlon

WSP Procurement Support Consultant

3


Design-Build Project (PIN X051.60, D900043)

Department’s Designated Representative for this

Procurement is:

Donelle Mastropietro

Attn: Kew Gardens Interchange

Contract Management Bureau

New York State Department of Transportation

50 Wolf Road, 6th Floor

Albany, New York 12232, USA

email: [email protected]

4

Project Overview & Need

Project Goals & Scope of Work (Part 3)

RFP Content

WZTC (Part 3)

Status of ROW (Part 3, Section 6) and Utilities (Part 4)

General Contract Information (ITP)

Alternative Technical Concepts (ITP)

Procurement Schedule (ITP)

One-on-One Meetings (ITP)

RFP Content & Submission Requirements

Quality Control & Quality Assurance (Part 2)

Evaluation and Selection

Additional Information and Submission Guidelines

Questions and Answers



Agenda

5

Project Overview and Need

Mike Liona



6

Kew Gardens Interchange Phases 1-4

7



Project Overview

8

Major deficiencies include: Ramp entrances controlled by stop signs

Insufficient storage lengths

Ramps with poor/non-standard stopping sight distance

Roadways with inadequate merge and weave conditions

Ramps with sharp curvature resulting in low travel speed congestion

Steep Roadway downgrade conditions

Roadway Geometry does not meet current standards

Structural Deficiencies – Spalling and Delamination on concrete decks

Congestion and Higher than average accident rates

Safety concerns with Pedestrian Accommodations

Inadequate closed drainage system for storm events


Design-Build Project (PIN X051.60, D900043)Project Need

9



Existing

10

Project Goals / General Scope of Work (Part 3)

Realign and widen the mainline GCP, JRP and UTP to address

alignment deficiencies

Reconstruct the ramps connecting the GCP, UTP, JRP and

VWE

Eliminate Three Existing Stop Conditions

Address drainage deficiencies

Address existing Non-Standard travel lane widths, shoulder

widths and SSD

Includes six bridge replacements



11

Project Goals / General Scope of Work (Part 3)



Provide ADA compliant facilities for Pedestrians

Maintain/replace existing Utilities

Remove & Replace ITS

Lighting and Signage

Construct cut and fill type Earth Retaining Walls

Provide accel/decal lanes at merge or diverge locations

Traffic Signal Work

12

Multi-level Interchange – complex interconnectivity

View looking North along GCP Connector Ramps

SB VWE

SB VWE to WB JRP

WB GCPConnector

WB GCPConnector

SB VWE

View looking East along WB GCP Connector Ramp

EB UTP Bridge to

remain

EB GCP ML over WB

GCP Connector

NB VWE

JRP over GCP

13

Preliminary Design Focus

Eliminate 3 existing stop conditions

EB GCP to WB JRP exit to be off of EB GCP mainline

Layout of substructures to not preclude future 3-lane GCP mainlines & 3 lane GCP connectors

14

Drainage Considerations

East Side tie-in to DEP system via 66” CSO

West Side tie-in to DEC outfall #1 - downstream analysis

Existing 66” CSO running

to north

Existing Outfall #1

15

Additional items of note

Reference docs and monitoring data on groundwater – west end of

site has high GW table

NYSDEC Preliminary downstream analysis – ref doc

Preliminary pump station analysis for west end overtopping

mitigation (Indicative plan)

Preliminary analysis of local low point drainage mitigation on GCP

connector ramp (Indicative plan)

WZTC stages are to maintain all existing number of travel lanes

during construction

Current Contract 2B contractor currently on west end of site

16

Preliminary Design Process

Existing connection alignments

17

Preliminary Proposed Alignments

18

Preliminary Design - Reasoning

Existing GCP alignment

19


Shifting of existing GCP to interior of corridor to “make room”

20


Existing JRP alignment

21


Shifting of existing JRP to interior of corridor to “make room”

22

Stop Condition #1 Eliminated

Existing EB

GCP to WB JRP

Proposed EB

GCP to WB JRP

Existing Stop Condition –

EB GCP to WB JRP

23


24

Stop Condition 1 - Existing View, Looking East


EB GCP to WB JRP

Existing EB GCP to WB JRP

Existing SB VWE

to WB JRP

25

Stop Condition 1 - Proposed View, Looking East

Stop Condition

Eliminated

Proposed 2-Lanes EB

JRP to EB GCP

EB GCP

Proposed 1-lane

from SB VWE to

WB JRP

Proposed WB GCP

to WB JRP

Proposed EB JRP to

UTP Merge

26


Existing EB JRP

to WB GCP

Proposed EB JRP

to WB GCP

Existing Stop

Condition – EB

JRP to WB GCP

27


28

Stop Condition 2 - Existing View, Looking West


EB JRP to WB GCPWB Union Tpke. Bridge

Existing WB

GCP

Connector

Ramp

From EB JRP

to WB GCP

29

Stop Condition 2 - Proposed View, Looking West

Stop Condition

Eliminated

Proposed WB GCP connectors

From EB JRP to

WB GCP

30


Existing WB UTP

to WB GCP

Proposed WB

UTP to WB GCP

Existing Stop Condition

– WB UTP to WB GCP

31


32

Stop Condition 3 - Existing View, Looking East


WB UTP to WB GCP

Existing WB GCP connectors

Existing WB

GCP

Mainline

EB GCP

33

Stop Condition 3 - Proposed View, Looking East

Stop Condition

Eliminated

Proposed WB GCP connectors

Proposed

WB GCP

Mainline

Converted to Pedestrian Access

to WB UTP Sidewalk to QBlvd

EB GCP

34

RFP Documents:

Instructions to Proposers

Part 1: D-B Agreement

Part 2: General Provisions, Section DB 100 and Appendices

Part 3: Project Requirements (Scope of Work)

Part 4: Utility Requirements

Part 5: Special Provisions

Part 6: RFP Plans (Directive and Indicative)

Part 7: Engineering Data

Part 8: Special Specifications (Including New DB Specifications)

Part 9: The Design-Builder’s Proposal

Part 10: RFP Addenda (If Any)

Reference Documents: On Department’s website (Not Part of the Contract

Documents)

Request For Proposals (RFP) Documents



35

Kew Gardens Interchange Contract 2B (D263208) VWE Mainline Viaduct Replacement between Hoover Ave and 72nd Ave Substantial completion December 2019

Rehab of the Van Wyck Expressway (VWE) Viaduct – Contract 1 Reconstruction of LIE/VWE Interchange Start of Construction December 2019

Rehab of Jewel Ave over VWE Bridges & Retaining wall Repair Construction through 2019

Jackie Robinson Pkwy Installation of Intelligent Transportation System TBD

Rehabilitation of 3 Bridges in LIE/Grand Central Pkwy Interchange TBD

Project Coordination – Part 3, Section 1.4

36

NYCDOT Office of Construction Mitigation and Coordination (AKA.

OCMC Permit)

NYC DOT Department of Street Lighting

NYC Department of Environmental Protection (NYCDEP)

NYC DOT Traffic and Signals

NYC DOT Highway Division for Local Streets

NYS Department of Environmental Conservation

Agency Coordination



37

Right-of-Way (Part 3, Section 6)

All permanent work shall be within the existing Highway owned

ROW



38

Project Requirements (Part 3)



Section 16: Pavement PCC

ATCs for Alternate Pavement Types will not be Approved

Section 18: Highway Design

18.3.2 - Design Requirements – “Additional Design

Requirements for the Proposed Roadway Geometry”

18.4 - Design Exceptions and Non-Standard features

39

Design Builder shall implement Work Zone Traffic Control and

Closures Restrictions in accordance with Section 15 of Part 3, Work

Zone Traffic Control Notes provided in Part 6 – Directive Plans, and

NYCDOT OCMC Stipulations included in Part 7 – Engineering Data.

Any changes to the OCMC permit must be performed in coordination

with NYSDOT, MTA/Short Range Bus Service, and NYCDOT

Traffic enforcement agents shall be provided, associated with the

anticipated detour route, in accordance with Special Spec Item

619.22970011

Work Zone Traffic Control (Part 3, Section 15)



40

OCMC

41

15.3.5 – Closure Restrictions

All Lanes must remain open at all times.

Pedestrian Traffic must be maintained at all times at all locations where

pedestrian access through the Project area currently exists

Lane Rental Item has been included in this contract

Item 800.06090115 – Fixed Price Lump Sum – See Part 8 for Item Specification

Work Zone Traffic Control (Part 3)



42

SCD Forms



OVERALL PROJECT COMPLETION (See Note 1)

ACTIVITY

Design-Builder’s

Latest Milestone Completion

Date from SCD Table 2b

(See Note 7)

PROJECTED

COMPLETION DATE

(MM/DD/YYYY)

(See Note 7)

LIQUIDATED DAMAGES

AMOUNT (PER DAY)

(See Note 3)

PROJECT COMPLETION$ 25,000

Table SCD - 1

43

SCD Forms


Table SCD – 2a – Phase 1, East Area

PHASE 1, INTERIM COMPLETION NO. 1 (See Note 2a & 3)

ITEM

TRAFFIC MOVEMENT FEATURE

MANDATORY

COMPLETION

DATE

LIQUIDATED DAMAGES

AMOUNT (PER DAY)

(See Note 2a &3)

1*MAINLINE EB GCP (FROM EXISTING BIN 1-05575-B TO EAST END OF PROJECT LIMITS)

December 31,

2019$50,000

2*MAINLINE WB GCP (FROM EXISTING BIN 1-05575-B TO EAST END OF PROJECT

LIMITS)

3 MAINLINE EB UTP OVER GCP

4 EB GCP TO EB UTP

5 EB UTP to EB GCP

6 EB UTP to WB UTP

7* EB JRP to WB GCP (FROM EXISTING BIN 1-05575-B TO EAST END OF PROJECT LIMITS)

8* EB GCP to WB JRP (FROM EXISTING BIN 1-05575-B TO EAST END OF PROJECT LIMITS)

9 WB GCP to WB UTP

*The Segment of the completed roadways and bridges may not be fully opened to traffic at the Phase 1 milestone completion date. However

they shall be completed in conformance with the permanent alignment geometry as shown on the Design Builder’s approved design plans.

Table SCD-2a represents the Phase 1 East project area mandatory interim milestone completion date requirement for the specific project

traffic movement features. All features included in this interim milestone shall be completed on or before the mandatory completion date.

The Design-Builder will coordinate & schedule all work with the Department’s contractor for contract D263208.

44

East /West Delineation (SCD references)

45

East /West Delineation (SCD references)

46

SCD Forms


Table SCD-2b represents the Phase 2 West project area interim milestone completion dates required for the itemized specific project traffic

movement features. All features included in this interim milestone shall be completed on or before the project completion dates provided by the

Design-Builder. The Design-Builder is informed that the Completion Date for Contract D263208 is December 31, 2019. For this reason, the Design-

Builder is informed that the Phase 2, West project area is not available to commence with physical construction until January 1, 2020 for the

purpose of computing and tendering the Design-Builders proposal. Subsequent to award the west area may become available for physical

construction prior to January 1, 2020 as limited by written approval by the contractor for D263208 and the Department’s Project Manager.

Table SCD – 2b – Phase 2, West Area

PHASE 2, INTERIM COMPLETION NO. 2 (See Note 2b & 3)

TRAFFIC MOVEMENT

FEATURE

DURATION

(Calendar Days past available

date of West End staging area)

(See Note 4, 5, 6)

MILESTONE

COMPLETION DATE

(MM/DD/YYYY)

(See Note 4, 5, 6)

LIQUIDATED DAMAGES

AMOUNT (PER DAY)

(See Note 3)

INCENTIVE PAYMENT

FOR EARLY COMPLETION

AMOUNT (PER DAY)

(See Note 5)

MAINLINE WB GCP (REMAINING

LENGTH)$11,000 $11,000

MAINLINE EB GCP (REMAINING

LENGTH)$12,000 $12,000

MAINLINE WB UTP OVER GCP $11,000 $11,000

WB GCP TO WB JRP $9,000 $9,000

EB JRP TO EB GCP $39,000 $39,000

SB VWE TO WB UTP $12,000 n/a

47

SCD Forms



SB VWE TO QUEENS BLVD $12,000 n/a

EB JRP TO NB VWE $39,000 n/a

EB JRP to WB GCP (REMAINING

LENGTH)$39,000 $39,000

EB GCP to WB JRP (REMAINING

LENGTH)$39,000 n/a

WB UTP TO WB GCP $11,000 n/a

SB VWE TO WB JRP $12,000 n/a

WB UTP TO QUEENS BLVD $11,000 n/a

EB GCP TO SB VWE $12,000 $12,000

NB VWE TO WB GCP $15,000 $15,000

REMAINING PAVEMENT RESURFACING

WORKn/a n/a

LANDSCAPE NOVEMBER 1ST, 2021 $1,000 n/a

OVERALL LATEST MILESTONE

COMPLETION DATE FROM ALL ITEMS

IN TABLE 2B

(see notes 6 & 7)

N/A N/A N/A

PHASE 2, INTERIM COMPLETION NO. 2 (See Note 2b & 3)

TRAFFIC MOVEMENT

FEATURE

DURATION

(Calendar Days past available

date of West End staging area)

(See Note 4, 5, 6)

MILESTONE COMPLETION

DATE (MM/DD/YYYY)

(See Note 4, 5, 6)

LIQUIDATED DAMAGES

AMOUNT (PER DAY)

(See Note 3)

INCENTIVE PAYMENT

FOR EARLY COMPLETION

AMOUNT (PER DAY)

(See Note 5)

48

SCD Forms



Detour Assessment Table SCD – 3

IMPACTS TO TRAFFIC (ROADWAYS CARRIED)

PROJECT COMPONENT

(Carried/Crossed)

TRAFFIC IMPACT DURATION

DETOUR ANTICIPATED (CALENDAR

DAYS)

(see Note 9,10 and 12)

LIQUIDATED

DAMAGES

AMOUNT (PER

DAY)

(See Notes 8 & 11)

EB GCP to WB JRP (Ramp D)Max Allowed 40 days $39,000

49

SCD Forms - Notes

Table SCD-1:

Project completion date will be computed from latest date in Table

SCD-2b plus 90 calendar days

Table SCD-2a:

Project East End, Phase 1: Mandatory work listed completed on or

before 12-31-19 or pay LD as noted

Table SCD-2b:

Project West End, Phase 2: Populate the Duration and Milestone

Date

LD’s apply if late

Incentive payment for early as noted in Table



50

Staging Areas



51

Utility Coordination – Existing Utilities (Part 4)

In accordance with Part 4 – Utility Requirements, the Design-Builder is

responsible for:

Verifying utility facility locations

Identifying and resolving any conflicts not yet documented

Coordinating with utility owners for utility relocations

Providing stakeout and final layout of utility relocations

Protecting existing utilities

Cost to repair damages to utilities caused by the Design-Builder

Informing the Department of all meetings and correspondence with

utility owners



52

Utility Coordinator Roles and Responsibilities

(Part 4 – Section 4.4.2)

53

Quality Control and Construction Inspection Requirements

Part 5



54

Directive Plans (Part 6)



Architectural Wall Treatment Details

Ornamental Steel Picket Fence Details

Precast Deck Panel Details

WZTC Notes

Landscape Protection & Restoration Notes

Landscape Protection & Restoration Details

55

Indicative Plans (Part 6)



Underdeck Lighting Mounting Details

Drainage Downspout & Splash Block Details

Existing 36” NYCDEP Watermain Removal Plan

Utility Conflicts Map

Regulator Replacement Detail

Access to Existing 66” NYCDEP Drainage Chamber

Pump Location Plan-Flood Mitigation Location 1

56

Indicative Plans (Continued) (Part 6)



NB Connector Drainage Plan 1

Flood Mitigation Location 2

Shared Use Path Plans (1, 2 and 3)

Shared Use Path Profile

Shared Use Path Typical Sections

Conceptual Landscape Development Plan

Plant List

Existing Lighting Control Cabinet & Service Point Locations 1

through 7

57

Project Details - Summary

3-level interchange and interconnectivity of ramps/staging

implications

Goals of eliminating 3 existing stop conditions via use of

added acceleration lanes and improved geometry

Engineering data for design criteria tables

EB GCP to WB JRP exit to be off of EB GCP mainline instead

of GCP connector (as currently exists)



58

Layout of substructures and alignments

Not to preclude future 3-lane GCP mainlines and future 3 lane GCP

connectors

Drainage - DEP system east side

DEC outfall #1 west side w/ downstream analysis

Reference docs on groundwater table, downstream analysis

Pump station possibility

Local low drainage on DCP connector




59


WZTC to maintain existing # of travel lanes during

construction

Current Contract D263208 contractor on-site

Project end limits

West end: MTA rail bridge low clearance, tie-ins to existing narrow

roadway

East end: GCP Cut section within existing Retaining walls

NYCDSL - Signals at WB UTP and 141st and WB UTP and

Vleigh place intersections



60

Changes from Draft to Final RFP

Bridge Scope

Change to “may” be expected to construct 5 new bridges

Quality Manager

Clarification of expectations

Refer to ITP Section 1.14 and Part 2, Appendix 113A

Duties and Responsibilities

Reporting – Monthly Report with status of all issues

Status of all QC Records, CI, SM Utilization

All issues, including NCRs and process improvement



61

General Contract Information

&

Instructions to Proposers (ITP)



62

Lump Sum Design-Build Contract

Best Value Selection Process (50% Price, 50% Quality)

Project Completion Date shall be the earlier of:

March 1, 2022; or

The number of days past NTP proposed by the successful

Proposer on Form SCD (ITP Appendix E)

Escrow Submission of Bid Documents for Successful Proposer



63

The Department has undertaken a due diligence study to

determine whether there will be a public benefit to

implementation of a Project Labor Agreement (PLA) for

the Project.

Any PLA will be issued to the Proposers and included in

the RFP.

Any provision in the RFP inconsistent with the provisions

of an approved PLA shall be superseded by the PLA to

the greatest extent permitted by federal or state law



64

Liquidated Damages will be assessed for:

Failure to achieve project completion

As noted in Form SCD



65

There is a Schedule of Prices and a Work Payment Schedule provided in the

RFP.

Schedule of Prices (Form SP)

Construction Work

Design Services

Construction Inspection Services

Quality Control Services (Material Testing)

Utility Work

Traffic Enforcement Agents

Force Account Work ($10M)

Site Mobilization (4% max) - % of Construction + Force Account



66

67

Work Payment Schedules (Form WPS)

Breakdown of Construction Work Items

Input by Proposer (100% max)

Progress payments subject to DB 109-2; Payments for Design, Construction Inspection and Laboratory activities per DB 109-2.2



68

Stipend to Unsuccessful Proposers 50% of Qualified Costs, $475K max

Must satisfy criteria in ITP General Instructions:

Pass all Pass/Fail Factors

Achieve at least 60 points on Quality Factors

Proposal must be competitive and reasonable

Proposal was not selected by the Department as providing

the Best Value

There is a Buy America Clause

There is an Iran Divestment Act Clause

There is a DBE Participation Goal of 14%

Environmental and construction related permits by Design-

Builder

Contract Information



69

Alternative Technical Concepts (ATCs) are proposals from the

Proposers to design and construct the Project in a manner that is

different from the Contract Requirements and which:

are submitted to the Department for review, consideration and

approval prior to Proposal submittal;

have significant savings in time, and/or reduction of traffic impacts,

and/or community disruption, and/or project costs, and/or

environmental impacts, and/or other beneficial impacts to Project

parameters; and

offer, in the Department’s judgment, an equal or superior Project.

ATCs



70

Proposers may submit on a confidential basis any number of ATCs

for the Department’s approval using Form ATC.

The Department may provide ‘Conditional Approval’ of an ATC.

The Design-Builder is solely responsible for obtaining approvals

from any local municipality, public agency or permit issuing agency

for ATC concepts which would affect their facilities, operations or

issued permit.

April 24, 2018 is the final date to submit ATCs for consideration.

ATCs



71

Anticipated Procurement Schedule



72

One-On-One Meetings: At least one meeting will be offered to

each Proposer; Dates have been set aside for:

March 28-29; April 12-13 (tentative); Are more needed?

Note: These will be 2 Hour Meetings

The Department reserves the right to disclose to all Proposers

any issues raised during the meetings that may materially affect

the project.

The Department will not disclose information pertaining to an

individual Proposer’s technical concepts, proposal or ATCs.

Additional One-on-One Meetings may be held if required to review

ATCs, or if the Department believes it is warranted.

One-On-One Meetings



73

RFP Documents:


Part 1: D-B Agreement

Part 2: General Provisions, Section DB 100 and Appendices

Part 3: Project Requirements (Scope of Work)

Part 4: Utility Requirements

Part 5: Special Provisions

Part 6: RFP Plans (Directive and Indicative)

Part 7: Engineering Data

Part 8: Special Specifications (Including New DB Specifications)

Part 9: The Design-Builder’s Proposal

Part 10: RFP Addenda (If Any)

Reference Documents: On Department’s website (Not Part of the Contract

Documents)




74

RFP Documents:


• General Instructions

• Appendix A – Project Information

• Appendix B – Administrative Submittal Requirements

• Appendix C – Technical Submittal Requirements

• Appendix D – Price Proposal Submittal Requirements

• Appendix E – Forms

• Appendix F – Conflicts of Interest Policy

• Appendix G – Abbreviations and Definitions




75

Quality Control is the Design-Builder’s responsibility.

The Design-Builder shall appoint a QC Manager responsible for

QC Plans for both Design and Construction.

Design QC shall be the Design-Builder’s responsibility and shall

be performed in accordance with the QC Plan.

The QC Plan is a living document and will be further developed

and updated throughout the Project, as described in RFP Part 2.

Construction Inspection shall be performed by an Independent

Engineering Firm (hired by the Design-Builder).

Materials Testing shall be performed by an Independent Materials

Testing Firm or Laboratory (hired by the Design-Builder).

Offsite Plant Quality Control will be performed by the Department.

Quality Control (QC)



76

Design and Construction Quality Assurance is the Department’s

responsibility.

The Department may perform QA on any of the Design-Builder’s

design and construction activities.

The Department will establish and maintain its own staff, or

utilize an independent consultant, to perform QA of the Design-

Builder’s design and construction work.

Offsite plant Quality Assurance will be performed by the

Department.

RFP Part 2 describes in detail the Department’s QA role for the

Project.

Quality Assurance (QA)



77

Pass/Fail Evaluation Factors

Legal – Financial – Administrative – DBE Compliance - Price Proposal (Bond/Conformance)

Quality Evaluation Factors (50%)

Design-Build Organization and Process (20 Points)

Key Personnel (13 points)

Overall Design-Build Team Organization (7 points)

Design-Build Approach to the Project (40 points)

Project Understanding (5 points)

Design Solutions (20 points)

Construction Approach (Means and Methods) (15 points)

Schedule (40 points)

Initial Baseline Schedule (10 points)

Project Completion / Impacts to Traffic (30 points)

Price (50%)

Design-Builder

must obtain a

minimum score of

60 points on

Quality Evaluation

Factors

RFP Evaluation and Selection



78

Proposal Format Compliance:

Proposers shall comply with all formatting requirements stated in the ITP in

Appendices A, B, C, and D, including page size, section length, and font size. In

addition, all Proposers shall comply with the following format requirements:

The inside and outside surfaces of all binders, and both sides of all dividers,

shall be solid and shall contain only text; no pictures, renderings or graphics

shall be included.

All narrative pages, Initial Management Plan components and forms shall

contain text only and shall contain no pictures, renderings or graphics.




79

Photographs, visualizations, and/or renderings, if requested in the ITP, shall

not contain any text.

All drawings submitted as part of the Proposal shall include no narratives or

text other than notes or call-outs which would typically be included on design

drawings.

External web links are not to be included anywhere in the Proposal.

Failure by a Proposer to follow the formatting requirements stated in the ITP

will result in the particular page(s) being deleted from the Proposal before

technical evaluation.

A Proposal may receive a lower score as a result of any pages removed.




80

Submit ALL Forms required:

Do not alter any Form unless indicated on the Form.

Do not add any appendices or attachments to the Forms.

Do not include photographs or illustrations unless specifically indicated.

Do not submit the following with Proposal:

Form SA (Stipend Agreement) => 20 Days after Proposal Due Date

Form BDEA (Bid Document Escrow Agreement)

PAB (Payment Bond (Labor and Material Bond))

PEB (Performance Bond (Faithful Performance Bond))

Additional Information – Submission Guidelines



81

Responses to Proposer Questions will be posted on the Department’s

Project Web Site.

Reference Documents are Posted on the Department’s Project Web Site:

https://www.dot.ny.gov/main/business-center/designbuildproject43

Reference Documents include:

Additional Information

Project Final Design Report;

Record Plans;

Boring Logs;

Hazardous Materials

Reports;

Utility Plates;

As-Built Lighting Plans;

Potentially others (To be Determined)



82

Department’s Designated Representative for this

Procurement is:

Donelle Mastropietro

Attn: Kew Gardens Interchange

Contract Management Bureau

New York State Department of Transportation

50 Wolf Road, 6th Floor

Albany, New York 12232, USA

email: [email protected]



83

Questions ?

