D264422 - NYSDOT Home

STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION

ENGINEERING DIVISION

ALBANY, NEW YORK April 2, 2021

AMENDMENT NO. 3 TO:

CONTRACT NO. D264422

F. A. PROJECT

COUNTY: BRONX

PIN: X110.26 IN THE LETTING OF

MAY 5, 2021 NOTICE TO PROSPECTIVE BIDDERS

1. An amended Project Bid file will be posted at: https://www.dot.ny.gov/bids-and-lettings/construction-contractors/electronic-bid-system/expedite-download-center .

2. The Supplemental Information Available to Bidders for the contract has been updated.

a. Value Engineering Report within Section 13(g) of the CONR9 shall be replaced by thefollowing report D264422_A3_Value Engineering Report and Disposition Forms.pdf

b. A draft PLA agreement to be added to Section 13(j) of the CONR9.c. In addition, Best Value Editable Forms, D264422_A3_Best Value Editable Forms.doc is

attached to be added to Section 13(k) of the CONR9.

d. The Supplemental Information files have been posted at:https://www.dot.ny.gov/portal/page/portal/doing-business/opportunities/const-notices.

3. Change the ESTIMATE QUANTITIES for the following items:

ITEM NO. UNIT QUANTITY 607.41010010 LF 5948 680.92111208 LF 731

The Bidder shall CROSS OUT the ESTIMATE QUANTITIES for the above items now shown in the Contract Proposal and SUBSTITUTE the above quantities for the appropriate item with the bid based on the above quantities.

D264422

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https://www.dot.ny.gov/bids-and-lettings/construction-contractors/electronic-bid-system/expedite-download-center

https://www.dot.ny.gov/bids-and-lettings/construction-contractors/electronic-bid-system/expedite-download-center

https://www.dot.ny.gov/portal/page/portal/doing-business/opportunities/const-notices

If the Bidder fails to make these changes the Department will do so and adjust the AMOUNT BID and the TOTAL BID accordingly.

Change the quantities for the above items in the ESTIMATE OF QUANTITIES on the Contract Plans.

4. Wherever in the Proposal and Contract Plans the Award Date of “July 5, 2021” is shownshall be changed to “July 6, 2021”.

5. Proposal page deletions/additions/replacements are summarized in the following table:

Old Page # (Replaced or Deleted Only)

New Page #

Description of Changes

8A1 8A2 Best Value Submission Note 64A1 64A2 Revised Conr9

6. Plan sheet deletions/additions/replacements are summarized in the following table:

Old Sheet # (Replaced or Deleted Only)

New Sheet

#

Dwg. # Description of Changes

89A1 89A2 MNR-1 Added Temporary Fencing limits and item 223 223A1 PIP-1 Revised Plan

224A1 224A2 PIP-2 Revised Plan 325 325A1 RW-5 Revised Data in 2 tables 449 449A1 ST1-84 Revised Note 5 of Demolition Procedure

PLEASE BE GOVERNED ACCORDINGLY WHEN SUBMITTING BIDS

D264422

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SPECIAL NOTE BEST VALUE SUBMISSION

Replacement of the Bronx River Parkway Bridge over Metro-North Railroad, PIN X110.26

Substantial Completion Milestone Demobilization;

Contractor’s proposed Project Completion Date.

A possible total of 5 Technical Points for Construction Schedule Narrative, including the Gantt Chart, will be assigned to the Contractor based on the criteria in this section. This encourages proposal submissions with the best understanding of sequencing the work operations and comprehensive schedules.

The Contractor shall provide a Construction Schedule Narrative explaining the sequencing and phasing of work, tasks, logic and any assumptions presented in the schedule. There should be a direct correlation between the Construction Schedule Narrative and the Gantt Chart submitted. In addition, describe factors limiting schedule flexibility or acceleration and potential remedies.

The Gantt Chart shall be limited to no more than 10 pages. The Construction Schedule Narrative shall be limited to no more than 10 pages.

3.2.2 CONSTRUCTION APPROACH – 20 Points

The Contractor shall provide a detailed description of the Construction Approach. A possible to ta l o f 20 Technical Points will be assigned to the Contractor. This description should include written narrative, graphic inserts, charts, and tables as necessary to effectively communicate the approach to the work. The description should address the following items in the same order as shown:

a. Describe the means and methods, including any approvals and construction management,planned to perform the major work elements and discuss how the approach chosen benefitsthe Department and why it is the best solution for constructing the project elements.

b. Describe the coordination needed with other agencies such as NYC MetropolitanTransportation Authority – Metro North Railroad (MNR), New York City Department ofParks & Recreation (NYCDPR), New York City Department of Environmental Protection(DEP), New York City Department of Transportation (NYCDOT), and New York StateDepartment of Environmental Conservation (NYSDEC). Describe the qualifications of theindividual proposed for the Key Personnel position of Railroad Coordinator and why theproposed individual is qualified to provide such services.

c. Using Form RR, list any potential issues and risks that your firm foresees with this project,describe the impact of the risk and the means your firm intends to use to mitigate the risk andminimize impacts to the project. Using Form RR, assign a Level of Impact for each identifiedrisk and a Probability Score. Compute the Risk Score Escalation Number by multiplying theLevel of Impact times the Probability Score.

The Contractor will be scored based on meeting the criteria described above. The Construction Approach shall be limited to no more than 10 pages (including the number of pages necessary for Form RR).

3.2.3 EXPERIENCE & PAST PERFORMANCE – 15 Points

8A2D264422

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CONR9 (01/02/18)

SUPPLEMENTAL INFORMATION AVAILABLE TO BIDDERSThe information checked in the “Digital” column on this form is available at the Contract Documents tab within the Construction Contracting section of the Business Center on the Department’s web site. The information checked in the “Inspection Only” column on this form is available at the Regional Office having jurisdiction for this project, as identified in the advertisement for bids, for inspection and review prior to the letting date. The bidder’s signature on this proposal certifies that they have made themselves aware of the availability of the information indicated below:

THERE IS NO SUPPLEMENTAL INFORMATION AVAILABLE FOR THIS CONTRACT:

INFORMATION Digital1 Inspection Only1. Unsealed Layered or 3D PDF Files2. CADD Information

a. MicroStation DGNb. InRoads DTM and XML formatc. InRoads ALG and XML format

3. Cross Sections in ADOBE PDF format4. Quantity Work-ups2

5. Record Plans6. Rock Cores (available for inspection only)7. Sign Face Layouts in ADOBE PDF format8. Stormwater Pollution Prevention Plan (SWPPP)9. Subsurface Information1.

a. Subsurface Exploration Logsb. Undisturbed Sample Logsc. Laboratory Test Data from Soil Samples – M.O. GEBd. Tabulated Results of Probinge. Tabulated Depth to Bedrockf. Rock Core Evaluation Logs – (DM-B-33 only)g. Compression Test Data from Rock Samplesh. Rock Outcrop Mapsi. Granular Materials Resource Survey Reportsj. Terrain Reconnaissance Reports

10. Subsurface Information - Other Informationa. Subsurface information from outside sourcesb. Source Information - Granular Material and aggregatesc. Special Subsurface Reports

11. Anticipated Construction Schedule12. Asbestos Information

a. Asbestos Blanket Variancesb. Asbestos Report

13. Special Reports or Other Information:a. Permits: NYCDOT-OCMC Construction Permit,

NYCDPR Construction Permit, SPDES Permitb. Design Approval Documentc. Survey Control Reportd. Wetland Compensation Reporte. Hazardous Waste/Contaminated Materials Screening

Assessmentf. Wetland Delineation Reportg. Value Engineering Report and Disposition Formsh. CCTV Sewer Investigation Report

i. Tree Survey Reportj. Draft PLA Agreementk. Best Value Editable Forms

1 – All digital material is provided in ADOBE (PDF) format, unless noted above.2 – Required for all projects.

64A2D264422

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FE

NC

E 5'

FE

NC

E 5'

FENCE 5'

C

C CC

C

C

CC

C

C

NH 100+00

NH 101+00

NH 102+00

NH 103+00

NH 104+00NH 104+00

109+

00

111+

00

112+

00

113+

00

114+

00

115+

00

GRID

NO

RT

H

10'-0"

MNR 10+00

MNR 11+00

MNR 12+00

MNR 13+00

MNR 14+00

MNR 15+00

MNR 15+54

MNR 15+54

MNR 10+00.0

0

POB

MNR 10+60.6

6

PI

MNR 11+19.2

5PI

MNR 11+85.3

4

PI

MNR 12+45.2

9

PI

MNR 13+10.7

9

PC

MNR 14+28.0

8

PT

MNR 15+54.1

3

POE

10'-0"

10'-5†

"

AND UTILITY RELOCATION PLAN

MNR TEMPORARY ACCESS ROAD

5'-0"

4'-0"

BRONX

RIVE

R PA

RKWAY (SB)

CL OF EXISTING RAIL TRACK

EXISTING GRAVEL PARKING LOT/ACCESS ROADWAY

LOT/ACCESS ROADWAY

EXISTING PARKING

CONNECT TO

EXISTING UTILITY POLE TO REMAIN


EXISTING ABUTMENT

EXISTING ABUTMENT


78

78

79

79 79

78

79

EXISTING TRAFFIC CONTROL CABINETEXISTING UTILITY PULL BOX

EXISTING UTILITY PULL BOX

PRO. TGL MNR

MNR-1

EXISTING SANITARY SEWER TO REMAIN

EXISTING STORM SEWER TO REMAIN

TO BE IDENTIFIED

EXISTING CONCRETE VAULT

(CONFIRM)

EXISTING 18" WATER MAIN TO REMAIN

PROPOSED CONSTRUCTION AREA

OVERHEAD WIRES

RELOCATED

EXISTING ASPHALT DRIVEWAY

THROUGH EXISTING DRIVEWAY DURING CONSTRUCTION

TEMPORARY RAILROAD PERSONNEL ACCESS TO MNR FACILITY

ACCESS DRIVEWAY

EXISTING RAILROAD PERSONNEL

TRANSFORMER

EXISTING ELECTRICAL

TO BE IDENTIFIED

EXISTING MNR COMMS MANHOLE

EXISTING AT GRADE CROSSING

UNDER ITEM 619.2601

THE COST TO BE PAID FOR

DURATION OF CONSTRUCTION,

ACCESS DRIVEWAY FOR THE

MAINTAIN THE TEMPORARY

THE CONTRACTOR SHALL

TO BE RELOCATED

AND TO THE ABUTMENT

MOUNTED TO THE POLE

EXISTING OVERHEAD WIRES

C.

JE

NN

EJ.

LIU

C.

JE

NN

EJ.

LIU

ITEM 607.10010011

PROPOSED DECORATIVE PROTECTIVE SCREENING,

ITEM 607.0516

TEMPORARY FENCE, 16 FT HIGH,

QUANTITY = 154 CY

AFTER COMPLETION OF BRIDGE CONSTRUCTION

BALLAST WILL BE LEFT IN PLACE

DETAILS. 9" THICK BALLAST, ITEM 623.12.

SEE DWG. NOS. MPP-7, MNR-2 AND MNR-3 FOR

TO BE CONSTRUCTED IN STAGE 1A,

TEMPORARY MNR PERSONNEL BALLASTED ACCESS ROAD

10 FT WIDE

ABUTMENT (TYP.)

BRIDGE

MNR

ABUTMENT

SHIELDS ITEM NUMBERS AND DETAILS)

DWG. NOS. RD-4 AND RD-5 FOR PROTECTIVE

AND EQUIPMENT SHEDS, ITEM 608.020102 (SEE

ACCESS TO SIGNAL MAINTAINER'S BUILDING

TEMPORARY RAILROAD PERSONNEL

TO BE RELOCATED BY MNR

EXISTING POLE 2

89A2

BY MNR

EXISTING POLE TO BE RELOCATED 2

EXISTING POLE TO BE RELOCATED BY MNR

2

2

EXISTING POLE TO BE RELOCATED BY MNR2

2

EXISTING POLE TO BE RELOCATED BY MNR 2

2

EXISTING POLE TO BE RELOCATED BY MNR

EXISTING POLE TO BE RELOCATED BY MNR2

2

2

2 AMENDMENT NO. 2 - MARCH 8, 2021

SEE NOTE 1

RELOCATED POLE

RELOCATED POLE, SEE NOTE 1

SEE NOTE 1

RELOCATED POLE

RELOCATED POLE, SEE NOTE 1

SEE NOTE 1

RELOCATED POLE

SEE NOTE 1

RELOCATED POLE

SEE NOTE 1

RELOCATED POLE

SEE NOTE 1

RELOCATED POLE

0 30 60 90 120'30

1" = 60'

0 30 60 90 120'30

1" = 60'

2

SHALL BE DETERMINED BY METRO-NORTH RAILROAD.

1. RELOCATED POLE LOCATIONS ARE APPROXIMATE AND FINAL LOCATIONS

NOTE:

2

619.67020010. SEE NOTE 2 AND DRAWING TLP-21 FOR ADDITIONAL INFORMATION.

MODIFICATION OF THE EXISTING ABUTMENT. COST TO BE INCLUDED IN ITEM

TEMPORARY RELOCATED AS REQUIRED TO ALLOW CONSTRUCITON OF THE RETAINING WALL AND

LIGHT'S OVERHEAD SERVICE WIRES (MNR TRACK INTERLOCKING LIGHTING SYSTEM) TO BE

THE EXISTING FLOOD LIGHTS MOUNTED TO THE EXISTING BEGIN ABUTMENT INCLUDING THE

2

BRONX

RIVE

R PA

RKWAY (NB)

PAID FOR UNDER ITEM 670.91100010.

A NEW POLE SHALL BE USED AND

PAID FOR UNDER ITEM 670.90030009.

THE POLE RELOCATION WORK IS TO BE

AND CLEAR THE NEW RETAINING WALL.

THE OVERHEAD INTERLOCKING LIGHTING WIRES

POLE IS AS REQUIRED TO SUPPORT

WALL. THE LOCATION OF THE UTILITY

ALLOW CONSTRUCTION OF THE RETAINING

RELOCATED BY THE CONTRACTOR TO

EXISTING UTILITY POLE TO BE

THE INTERLOCK LIGHTING WORK SHALL BE PAID FOR UNDER ITEM 619.67020010.

INSTALLED BACK ONTO THE EXISTING ABUTMENT WALL. THE COST OF THE RELOCATION OF

THE ABUTMENT MODIFICATION WORK IS COMPLETE THE INTERLOCK LIGHTING SHALL BE

SHIELDING AND/OR UTILITY POLES AS NEEDED TO LIGHT THE TRACK INTERLOCKING. AFTER

ABUTMENT. THE INTERLOCKING LIGHTING CAN BE TEMPORARY RELOCATED TO THE TEMPORARY

AND ACCEPTED BY MNR FOR BOTH THE TEMPORARY RELOCATION AND THEIR RETURN TO THE

TO LOCATE/ POSITION THE LIGHTING UNTIL THE TRACK INTERLOCKING IS ADEQUATELY LIT

AND RETAINING WALL WORK AND WILL REQUIRE THE CONTRACTOR TO COORDINATE WITH MNR

LIGHTING SYSTEM) IS NECESSARY TO CARRY OUT THE EXISTING ABUTMENT MODIFICATION

RELOCATION OF THE FLOOD LIGHTS AND ITS OVERHEAD SERVICE WIRES (INTERLOCK

LIGHTING OF THE TRACK INTERLOCKING BY METRO-NORTH RAILROAD (MNR). THE TEMPORARY

2. THE EXISTING FLOOD LIGHTS MOUNTED TO THE BEGIN ABUTMENT ARE UTILIZED FOR THE

AMENDMENT NO. 3 - MARCH 31, 20213

3

THIS SHEET SUPERSEDES SHEET 89A1

3

3

ITEM 607.41010010

BARRIER FENCE

TEMPORARY PLASTIC

3

E: 1022587.118

N: 266411.164

E: 1022598.811

N: 266377.457

E: 1022608.560

N: 266400.419

N: 266619.648, E: 1022692.972

E: 1022659.015

N: 266525.9383

E: 1023012.496

N: 266948.789

3

E: 1022606.118

N: 266243.769

ATTACH END OF FENCE TO VERTICAL SHIELD

ITEM 607.41010010

TEMPORARY PLASTIC BARRIER FENCE

TO VERTICAL SHIELD

ATTACH END OF FENCE

ITEM 607.41010010

BARRIER FENCE

TEMPORARY PLASTIC

CLEARING AND GRUBBING.

BALLAST FOR THE ACCESS DRIVEWAY SHALL BE PAID FOR UNDER ITEM NO. 201.06 -

3. ALL NECESSARY CLEANING AND GRUBBING PRIOR TO EXCAVATION AND INSTALLATION OF

NOTES CONTINUED:

2

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DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

FIL

E

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=

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=

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ON:

ALTERED BY:

SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.

TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR,

CONTRACT NUMBER

DRAWING NO.

SHEET NO. REGION: 11

X110.26

BRONX

1-07504-9

D264422METRO-NORTH RAILROAD

REPLACEMENT OF THE BRONX RIVER PARKWAY BRIDGE OVER

ON:

AFFIX SEAL: HARDESTY & HANOVER, LLC

D.

WA

NJ.

BA

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RJ.

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NO.09 16

64

3

5/9

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#X002633

#X002784

E

W

E

E

#X002783

E

E

E

BENCHES

S

S

SS

S

SS

W

W

S

SW

B 103+00

B 104+00

100+00

101+00

102+00 103+00

104+00

GRID

NO

RT

H

BRONX RIV

ER

FLOW

E 233R

D ST

NYS RTE 907H BRONX RIVER PARKWAY (NB)

NYS RTE 907H BRONX RIVER PARKWAY (SB)

RAMP B

E 233R

D ST

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CONTRACT NUMBER

DRAWING NO.


X110.26

BRONX

1-07504-9



ON:


D.

WA

NJ.

BA

GE

RJ.

BA

GE

R

MAT

CH LI

NE - S

HEET pip-02

0 20 40 60 80'20

1" = 40'

CONC. MEDIAN BARRIER

ITEM DESCRIPTION UNIT QUANTITY

680.99120011 FT 8540

670.2306 2" CONDUIT, COATED PLASTIC STEELGALVANIZED FT 1380

670.2307 2.5" CONDUIT, COATED PLASTIC STEELGALVANIZED FT 650

670.2310 4" CONDUIT, COATED PLASTIC STEELGALVANIZED FT 1810

683.17003011 POLE CAMERA30' EACH 1

683.10110008 TYPE BARREL ASSEMBLY CAMERA IPHD EACH 1

680.97105011 CABINET A TYPE EQUIPMENT CONTROL MOUNTEDPOLE EACH 2

680.53000211 36"X24"X8" BOX PULL MOUNT STRUCTURE 4X NEMAS.S. EACH

683.96050308 EACH 2

ITEM DESCRIPTION UNIT QUANTITY

670.40 BOXES JUNCTION IRONCAST EACH 3

680.510501 EACH 9

680.92111208 FIBERS CABLE-12 OPTICFIBER FT

680.96037211 FIBERS 72 MODE SINGLE CABLE OPTICFIBER FT 4920

680.98124811 FIBER 12 - PANEL TERMINATION OPTICFIBER FT 6

EACH

683.09230208 TYPE-II SWITCH ETHERNET HARDENEDFIELD EACH

680.53010010 CONDUIT EXISTINGCLEAN FT 300

206.05 EXCAVATION PITTEST EACH

1851

for more information

see electrical sheets

EACH 3680.51960011

4

1

1

4

680.510501PAY ITEM

TYPE E

683.96050308

680.51960011PAY ITEM

SPLICE ENCLOSURE

TYPE F1 MANHOLE WITH

680.510501PAY ITEM

TYPE F2 PULL BOX

FIBER OPTIC SPLICE ENCLOSURE & SPLICE TRAY

TELEPHONE DEMARCATION CABINET TYPE 2 PIN ONLY

680.510501PAY ITEM

TYPE E

FURNISH AND INSTALL CONCRETE FIBER OPTIC PULLBOX (TYPE F1)

683.06020011

FIBER OPTIC INNERDUCT, 1 CHANNEL

PULLBOX-RECTANGULAR, 26"X18", REINFORCED CONCRETE (TYPE F2, E)

INCLUDED)

CONDUIT EXCAVATION AND BACKFILL - (RESTORING TOP SURFACES NOT 206.03010010 LF

680.96460011 EA 1

731

LF670.7002 SINGLE CONDUCTOR CABLE, NUMBER 2 GAGE 4640

670.7501 LF 1550GROUND WIRE NUMBER 6 AWG

FIBER OPTIC CABLE SPLICE

608.01010125 WORK PAD 1EACH

(TYP)

206.03010010

PAY ITEM

FIBER TRENCH

ITS POWER AND

(TYP)

670.2306PAY ITEM

NEW 2" ITS POWER CONDUIT

680.96037211

680.99120011

670.2310PAY ITEM

DUCT, 2 INNER DUCT SPARE) (TYP)

72 FIBER CABLE (ONE CABLE PER INNER

ITS 4" C WITH 4-1" INNER DUCT WITH (2) -

4. QTY SHOWN ONLY APPLY TO ITS.

ONLY.

PAY ITEM FOR TRENCHING IN STREET LIGHTING

206.03010010, PAYMENT SHALL BE MADE UNDER THE

TRENCH IS SATISFIED AS FOUND IN PAY ITEM

ELECTRICAL CONDUITS.IF THE DEFINTION OF SAME

THE SAME TRENCH WITH STREET LIGHTING

3. ITS CONDUIT (ELECTRICAL AND FIBER) CAN BE IN

TRENCH, THERE SHALL BE NO SEPERATE PAYMENT.

2. INSTALL FIBER AND POWER CONDUIT IN THE SAME

1. SEE ITS GENERAL NOTES FOR MORE REQUIREMENTS.

NOTES:

FT 280206.03120011 CONDUIT INSTALLED ON ABOVE GRADE STRUCTURESea683.03100011 1CAMERA SUPPORT, POLE MOUNT (NEW)

CONC. CURB

GUIDE RAILING (TYP)

this sheet supersedes sheet 223.

3 amendment no. 3 - march 31, 2021

3

PIP-1

223A1

A.

DO

NA

YR

ET.

KO

ST

ADIN

OV

A.

DO

NA

YR

ET.

KO

ST

ADIN

OV

ITS PLAN 13/25/2021

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BRONX RIVER P

ARKWAY (SB)

BRONX RIVER P

ARKWAY (NB)

BRONX RIVER P

ARKWAY (SB)

BRONX RIVER P

ARKWAY (NB)

E

#4301

3 STORY METAL SIDING & BLOCK

PARKING LOT(BRONX RIVER VOLKSWAGON)

CONCRETE BUILDING

B 105+00

B 106+00

B 107+00

B 108+00

105+00

106+00107+00

108+00

109+00

SHL

R

7'-

0"

GRID

NO

RT

H

FLOW

NY907H BRONX RIVER PARKWAY (NB)

NY907H BRONX RIVER PARKWAY (SB)

RAMP B

BULL

ARD

AVE

BRONX BLVD

BRONX RIVER

PT

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CONTRACT NUMBER

DRAWING NO.


X110.26

BRONX

1-07504-9



ON:


D.

WA

NJ.

BA

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MAT

CH LI

NE - S

HEET piP-03

MAT

CH LI

NE - S

HEET piP-01

0 20 40 60 80'20

1" = 40'

EXISTING ITS JB

SIGN STRUCTURE

information

sheets for more

see lighting

information

sheets for more

see lighting

EXISTING ITS JB

680.510501PAY ITEM

TYPE E

680.510501PAY ITEM

TYPE F2 PULL BOX

680.510501PAY ITEM

TYPE E

(TYP)

206.03010010

670.2306PAY ITEM


206.03010010

680.96037211

680.99120011

670.2310PAY ITEM

INNER DUCT, 2 INNER DUCT SPARE) (TYP)

(2) - 72 FIBER CABLE (ONE CABLE PER

ITS 4" C WITH 4-1" INNER DUCT WITH

STRUCTURE

MOUNTED ON SIGN

CCTV CAMERA pole

PAY ITEM 680.53000211

BOX ON SIGN STRUCTURE

ITS POWER CONDUIT PULLPAY ITEM 680.53000211


ITS FIBER CONDUIT PULL

PAY ITEM 680.53000211


ITS POWER CONDUIT PULL

PAY ITEM 680.53000211


ITS FIBER CONDUIT PULL

670.7501

670.7002

PAY ITEMS:

CCTV (TYP)

GND POWER CONDUCTORS FOR

NEW (3)#2awg, (1)#6AWG

670.7501

670.7002

PAY ITEMS:

CCTV (TYP)

GND POWER CONDUCTORS FOR

NEW (3)#2awg, (1)#6AWG670.7501

670.7002

PAY ITEMS:

CONDUCTORS END AT CCTV CABINET)

CONDUCTORS FOR CCTV (NEW

NEW (3)#2awg, (1)#6AWG GND POWER

680.96460011

680.51960011PAY ITEM

FIBER OPTIC SPLICE

TYPE F1 MANHOLE WITH

CABLE LEFT IN THE CONDUIT

REMOVE ANY ELECTRICAL

680.53010010PAY ITEM

PULL BOX (120ft)

TO EXISTING METER CABINET

CLEAN EXISTING 4" CONDUIT

THE CONDUIT

REMOVE ANY CABLE LEFT IN

680.53010010PAY ITEM

CABINET (120FT)

TO EXISTING VERIZON

CLEAN EXISTING 4" CONDUIT

min 4'x4'x4"

work pad pay item: 608.01010125

(TYP)

206.03010010

PAY ITEM

FIBER TRENCH

ITS POWER AND

680.96037211

680.99120011

670.2310PAY ITEM

INNER DUCT, 2 INNER DUCT SPARE) (TYP)

(2) - 72 FIBER CABLE (ONE CABLE PER

ITS 4" C WITH 4-1" INNER DUCT WITH

(TYP)

206.03010010

PAY ITEM

FIBER TRENCH

ITS POWER AND

(TYP)

670.2306

PAY ITEM

NEW 2" ITS FIBER CONDUIT

(TYP)

670.2306PAY ITEM


(TYP)

670.2306

PAY ITEM


(TYP)

670.2306PAY ITEM


(TYP)

670.2306PAY ITEM


(TYP)

670.2306

PAY ITEM


206.03120011

PAY ITEM 670.2306

ON SIGN STRUCTURE

ROUTED ACROSS ROADWAY

ITS POWER CONDUIT

206.03120011

680.92111208

670.2306

PAY ITEM

STRUCTURE

ACROSS ROADWAY ON SIGN

ITS FIBER CONDUIT ROUTED

683.03100011 -CAMERA SUPPORT, POLE MOUNT (NEW)

Telephone Demarcation Cabinet Type-2 PIN only-683.06020011

Pole Mounted Control Equipment Type A Cabinet-680.97105011

30 FT CAMERA POLE-683.17003011

Fiber Optic Cable-12 Fibers- 680.92111208

Fiber Optic Termination Panel - 12 Fiber-680.98124811

Field Hardened Ethernet Switch Type-II-683.09230208

IP Camera Assembly Barrel TypeHD-683.10110008

Pay items:

CONC. MEDIAN

SEE NOTE 4

2

2



this sheet supersedes sheet 224A1.

3

680.92111208 (TYP)

Fibers PAY ITEM

Fiber Optic Cable-12

3

680.92111208 (TYP)

Fibers PAY ITEM

Fiber Optic Cable-12 3

680.92111208 (TYP)

Fibers PAY ITEM

Fiber Optic Cable-12

3

2

SEE NOTE 5

3

UTILITY CABINETS ACROSS BRONX BLVD.

CABLES IN THE RESPECTIVE CONDUITS AND TO THE RESPECTIVE

EXISTING CABLES AND RUN NEW POWER CONDUCTORS AND FIBER

5. CONTRACTOR SHALL CLEAN EXISTING 4" CONDUITS, REMOVE

IN PLACE.

4. EXISTING CONDUIT, PULL BOXES AND CONDUCTORS TO BE ABANDONED

TRENCHING IN STREET LIGHTING ONLY.

206.03010010, PAYMENT SHALL BE MADE UNDER THE PAY ITEM FOR

DEFINTION OF SAME TRENCH IS SATISFIED AS FOUND IN PAY ITEM

TRENCH WITH STREET LIGHTING ELECTRICAL CONDUITS.IF THE

3. ITS CONDUIT (ELECTRICAL AND FIBER) CAN BE IN THE SAME

SHALL BE NO SEPERATE PAYMENT.

2. INSTALL FIBER AND POWER CONDUIT IN THE SAME TRENCH, THERE

1. SEE ITS GENERAL NOTES FOR MORE REQUIREMENTS.

NOTES:

3

PIP-2

224A2

A.

DO

NA

YR

ET.

KO

ST

ADIN

OV

A.

DO

NA

YR

ET.

KO

ST

ADIN

OV

ITS PLAN 2

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ALTERED BY:




CONTRACT NUMBER

DRAWING NO.


X110.26

BRONX

1-07504-9



D.

WA

Nj. bager

j. bager

ON:

AFFIX SEAL: INFRATECH ENGINEERING

SOUTHEAST

SOUTHEAST SECONDARY

NORTHEAST

NORTHEAST SECONDARY

NORTHWEST

EAST ARCH BRIDGE

WEST ARCH BRIDGE

NOTES:

RW-5

TABLES

HORIZONTAL GEOMETRY

RETAINING WALLS

L.

JO

HN

D.

PE

TE

RS

ON

D.

JU

DG

ED.

PE

TE

RS

ON

1/18/2021 FOR ELEVATIONS AND PILE SCHEDULE

SEE DWGS. RW-15, RW-22 AND RW-26

THIS SHEET SUPERSEDES SHEET 325

AMENDMENT N0. 3 - MARCH 22, 20213

3

325A1

3

8/9

SUGGESTED DEMOLITION PROCEDURE:

SUGGESTED ERECTION PROCEDURE:

GENERAL DEMOLITION NOTES: GENERAL ERECTION NOTES:

ST1-84ERECTION SEQUENCE NOTESSUGGESTED DEMOLITION AND

M.

MO

RE

NO

J.

BA

GE

RM.

MO

RE

NO

J.

BA

GE

R

ABUTMENT.

POUR CONCRETE FOR DECK SLAB AND UPPER PORTION OF INTEGRAL 9.

ABUTMENT (SEE DRAWINGS ST1-49 FOR DETAILS)

SET REINFORCEMENT FOR DECK SLAB AND UPPER POUR OF INTEGRAL 8.

INSTALL STAY IN PLACE FORMWORK.7.

DURING TRACK OUTAGE INSTALL SHIELDING.6.

ABUTMENT. SECURE THE SUPPORT SEAT.

DURING TRACK OUTAGES ERECT GIRDERS ONTO THE LOWER PORTION OF 5.

POSITION THE CRANES FOR ERECTION OF NEW GIRDERS, SEE NOTE 9.4.

NEXT STAGE. MOVE GIRDER TO LIFTING POINT.

ON EXTERIOR FACE OF GIRDER FOR CONNECTION WITH GIRDERS FOR

DIAPHRAGMS BETWEEN GIRDERS TO BE ERECTED. INSTALL DIAPHRAGMS

PERFORM PREPARATORY WORK - SPLICE GIRDER SEGMENTS, INSTALL 3.

CONSTRUCTION PLANS.

WITHIN THE STAGE LIMITS AS SPECIFIED ON THE ABUTMENT

AFTER CONSTRUCTION OF LOWER PORTION (CAP) OF INTEGRAL ABUTMENT 2.

OPERATIONS.

FOR EACH STAGE PERFORM WZTC AS REQUIRED TO CARRY WORK 1.

TO THE EIC APPROVAL.

THE SCHEDULE, UNIT COST AND PAY LIMITS ARE MAINTAINED SUBJECT

SYSTEM/HEIGHT OF EXCAVATION MAY BE MODIFIED TO PROVIDE SAFETY.

LOCATIONS, THE CONTRACTOR IS MADE AWARE THAT THE PROTECTION

AND CLOSENESS TO ACTIVE TRAFFIC DEEMS IT NECESSARY. AT THESE

PART OF THE DESIGN, ESPECIALLY AT LOCATIONS WHERE THE HEIGHT

IN BETWEEN STAGES ARE DESIGNED ASSUMING WALES AND BRACING AS

PARTICULAR SITUATION. SOLIDER PILE AND LAGGING PROTECTION WALLS

THE CONTRACTOR SHALL PROVIDE EQUIPMENT SUITABLE FOR THAT

MICROPILE MATERIAL AND INSTALLATION EQUIPMENT IS VERY LIMITED.

FOR STAGES 2 AND 4, THE AVAILABLE SPACE TO PROVIDE THE 6.

WEEKEND NIGHTS.

GIRDER ERECTION REQUIRES FULL TRACK OUTAGE AVAILABLE ON 5.

AND DRAWINGS FOR EACH GIRDER.

DEVELOPMENT OF THE ERECTION PLANS INCLUDING THE CALCULATIONS

ALL CONSTRUCTION ENGINEERING NECESSARY INCLUDING THE

RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF PERFORMING

SUGGESTED ERECTION PLAN SHOWN IS CONCEPTUAL AND DOES NOT 4.

SPECIFICATIONS AND THE CONTRACT PLANS AND PROPOSAL.

THE REQUIREMENTS OF THE NYSDOT AND METRO-NORTH RAILROAD

DEMOLITION AND STEEL ERECTION PLANS SHALL BE IN ACCORDANCE TO 3.

LIFTING OPERATIONS.

GIRDER DURING LIFTING AND DETAILED SEQUENCE OF WORK AND

WITH NECESSARY CALCULATIONS SHOWING ADEQUACY OF THE NEW

ERECTION PLAN SHALL INCLUDE PREPARATORY WORK BEING PERFORMED 2.

RIGGING.

GIRDER SEATS AND INSTALLING LIFTING POINTS AND ATTACHMENTS OF

TOGETHER, INSTALLATION OF THE DIAPHRAGMS AND SETTING THE

OF GIRDER TO PICK LOCATION, SPLICING THE GIRDER SEGMENTS

PREPARATORY WORK MAY CONSIST OF BUT NOT TO THE TRANSPORTING

EFFICIENT ERECTION OF THE STRUCTURE DURING TRACK OUTAGES.

PERFORM ALL PREPARATORY WORK IN ADVANCE IN ORDER TO ALLOW

ARE REQUIRED FOR LIFTING OPERATIONS THE CONTRACTOR SHALL

DUE TO THE RESTRICTIVE TIME PROVIDED FOR TRACK OUTAGES THAT 1.

LIFTING POINTS AND ATTACHMENTS OF RIGGING.

WITH TEMPORARY BOLTS OF STEEL CONNECTIONS AND INSTALLING

PRE-CUTTING OF STEEL AND/OR RIVET REMOVAL AND REPLACEMENT

PREPARATORY WORK SHALL CONSIST OF SAW CUTTING DECK,

EFFICIENT REMOVAL OF THE STRUCTURE DURING TRACK OUTAGES.


ARE REQUIRED FOR LIFITING OPERATIONS THE CONTRACTOR SHALL


TO BE MOVED AWAY AFTER COMPLETION OF EACH OPERATION.

CONSTRUCTION STAGES. ON EACH OF THESE CASES, THE CRANES ARE

NEEDED FOR ERECTION OF THE NEW BRIDGE WITH IS BEING BUILT IN

STAGES 2 AND 4. THE LARGE CRANES OR OTHER METHODS ARE ALSO

CRANES OR OTHER METHODS, THESE ARE TO BE BROUGHT IN FOR

DEMOLITION AND MAINTENANCE OF TRAFFIC, WOULD REQUIRE LARGE

PLACING OF THE STRONGBACK GIRDERS THAT WILL ALLOW FOR STAGED 10.

OUTAGE.

LIGHTING OPERATION WILL BE ALLOWED OVER THE TRACKS WITHOUT AN

DEMOLITION AND CONSTRUCTION OF THE NEW BRIDGE, NO CRANE

SAFETY SHIELDING, WHICH IS TO BE IN PLACE AT ALL TIMES DURING

ACTIVE AS PER MNR SCHEDULE AND WITH THE USE OF PROTECTIVE

PERMIT STIPULATIONS. MNR TRACKS BELOW THE BRIDGE, WILL BE

THAT LANE CLOSURES NEEDED ARE WITHIN THE LIMITS OF THE OCMC

SMALL ENOUGH THAT THEY CAN BE PICKED UP AND CARTED AWAY, SO

PIECES OF THE BRIDGE (DECK, STRINGERS AND FLOORBEAMS) ARE

EQUIPMENT ARE USED TO DEMOLISH THE BRIDGE IN SUCH A WAY THAT

DEMOLITION SHALL BE SET IN SUCH A WAY THAT SMALL CRANES OR 9.

TO MNR NOTES ON THE PLANS (DWG. GN-3) AND SPECIFICATIONS.

OPERATING DURING ACTIVE TRACK, FOR THIS OPERATION WE REFER YOU

AND AVAILABLE TRACK OUTAGES. MNR WILL NOT ALLOW ANY LIFTING

WITH MNR WHO WILL BE PROVIDING THE REQUIRED FLAGGING, SAFETY

DEMOLITION OF THE EXISTING BRIDGE WILL BE MADE IN COORDINATION 8.

OF THE EXISTING BRIDGE.

DURING CONSTRUCTION OF THE INTEGRAL ABUTMENT AND DEMOLITION

STAGES 2 AND 4 DUE TO THE 10 FT. WIDE LANES BEING PROVIDED

THEIR EQUIPMENT IN ALL STAGES. THIS IS VERY CRITICAL DURING

THE CONTRACTOR IS MADE AWARE OF THE TIGHT AVAILABLE SPACE FOR 7.

WEEKEND NIGHTS.

REMOVAL REQUIRES ALL TRACKS OUT OF SERVICE AVAILABLE ON

FROM THE CENTER OF THE SPAN TOWARDS EACH ABUTMENT. GIRDER

PERFORMED 1/2 OF THE SPAN AT A TIME. THE REMOVAL WILL PROCEED

THE CONCRETE DECK, FLOORBEAM AND STRINGERS MAY HAVE TO BE

DUE TO THE LIMITED AVAILABLE ALL TRACK OUTAGES THE REMOVAL OF 6.

THE DEMOLITION PLANS OF THE BRIDGE FOR EACH STAGE.

PERFORMANCE OF THE CALCULATIONS AND DRAWING DEVELOPMENT OF

ALL CONSTRUCTION ENGINEERING NECESSARY INCLUDING THE

RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF PERFORMING

SUGGESTED DEMOLITION PLAN SHOWN IS CONCEPTUAL AND DOES NOT 5.

SPECIFICATIONS AND THE CONTRACT PLANS AND PROPOSAL.

THE REQUIREMENTS OF THE NYSDOT AND METRO-NORTH RAILROAD

DEMOLITION AND STEEL ERECTION PLANS SHALL BE IN ACCORDANCE TO 4.

DETAILED SEQUENCE OF WORK AND LIFTING OPERATIONS.

THE STRUCTURE WITH PRE-CUTS OR CONNECTION MODIFICATIONS AND

PERFORMED WITH NECESSARY CALCULATIONS SHOWING ADEQUACY OF

DEMOLITION PLAN SHALL INCLUDE PREPARATORY WORK BEING 3.

AND INSTALLING LIFTING POINTS AND ATTACHMENTS OF RIGGING.

AND REPLACEMENT WITH TEMPORARY BOLTS OF STEEL CONNECTIONS

CUTTING OF DECK, PRE-CUTTING OF STEEL AND/OR RIVET REMOVAL

PREPARATORY WORK SHALL CONSIST OF BUT NOT LIMIT TO THE SAW

EFFICIENT REMOVAL OF THE STRUCTURE DURING TRACK OUTAGES.


ARE REQUIRED FOR LIFTING OPERATIONS THE CONTRACTOR SHALL


EXISTING CONCRETE DECK IS NON COMPOSITE.1.

FOR STAGE 3 AND 5 REMOVE TEMPORARY STRONGBACK.7.

PERFORM STEP 3 FOR EACH COMPONENT UNTIL ALL IS REMOVED.6.

DEMOLITION PLAN.

STRINGERS, FLOORBEAMS AND GIRDERS IN ACCORDANCE TO THE

DURING TRACK OUTAGES REMOVE THE CONCRETE DECK SEGMENTS, 5.

LIFT.

POSITION THE CRANE/EQUIPMENT THAT WILL BE UTILIZED FOR THE 4.

MODIFICATIONS AS REQUIRED.

PERFORM PREPARATORY WORK; SAW CUT DECK AND STEEL REMOVAL 3.

FOR STAGE 2 AND 4 INSTALL STRONGBACK.2.

OPERATIONS.

FOR EACH STAGE PERFORM WZTC AS REQUIRED TO CARRY WORK 1.

3

3

tHIS SHEET SUPERSEDES SHEET 449

449

AMENDMENT NO. 3 - MARCH 25, 2021

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ALTERED BY:




CONTRACT NUMBER

DRAWING NO.


X110.26

BRONX

1-07504-9



ON:


D.

WA

NJ.

BA

GE

RJ.

BA

GE

R

STATE

OFNEWYORK

LI C

EN

SE

PROFESSIONAL

EN

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X ELSIOR

U SIE

NO.08 12

31

UCH

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: 1/20/2021

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