SPECS_Boston_Harbor_Maintenance_Dredge.pdf

PDF 8 MB Posted Aug 19, 2016

Attached to: Construction Services for Construction of a Confined Aquatic Disposal (CAD) Cell and Federal Maintenance Dredging of the Portions of the Main Ship Channel of the Boston Harbor Federal Navigation Project in Boston, MA.
Solicitation number: W912WJ-16-B-0018
Issued by: Department of the Army Corps of Engineers Engineering District New England

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W912WJ-16-B-0018 - Specifications

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File	Type	Posted
Corrected_-BidAbstractW912WJ-16-B-0018-signed.pdf	PDF	Sep 22, 2016
BidAbstractW912WJ-16-B-0018-signed.pdf	PDF	Sep 21, 2016
Bid_Snapsheet.pdf	PDF	Sep 21, 2016
Amendment_0003_Attachment_(FAA_Determination_Letters)_.pdf	PDF	Sep 15, 2016
Attachment_1.pdf	PDF	Sep 11, 2016
W912WJ-16-B-0018_-_Amendment_2.pdf	PDF	Sep 11, 2016
Attachment_2.pdf	PDF	Sep 11, 2016
W912WJ-16-B-0018_-_Amendment_1.pdf	PDF	Aug 30, 2016
-BOS_2014_09_spec_210-confluence_03avg_(f2).zip	ZIP file	Aug 30, 2016
PLANS_BOS-1918_080516.pdf	PDF	Aug 19, 2016
W912WJ-16-B-0018_-_Solicitation.pdf	PDF	Aug 19, 2016

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W912WJ-16-B-0018

MAINTENANCE DREDGING

BOSTON INNER HARBOR

40-FOOT MAIN SHIP CHANNEL,

40-FOOT INNER CONFLUENCE,

AND 35-FOOT CHANNEL

Boston Harbor, Boston, Massachusetts

Construction Solicitation and Specifications

AUGUST 2016

Boston Harbor Maintenance Dredging August 18, 2016

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 32 00

GEOTECHNICAL DATA

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 22 00 MEASUREMENT AND PAYMENT

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00 CONTRACTOR QUALITY CONTROL

01 45 01 QUALITY CONTROL SYSTEM (QCS)

01 50 00 TEMPORARY FACILITIES AND CONTROLS

01 54 50 DREDGING PLANT AND EQUIPMENT

01 57 20 ENVIRONMENTAL PROTECTION

01 58 00 PROJECT IDENTIFICATION

01 71 23 FIELD ENGINEERING FOR DREDGING

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 20 23 DREDGING

35 20 24 NATIONAL DREDGING QUALITY MANAGEMENT PROGRAM SCOW -

MONITORING PROFILE

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

SECTION TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

DOCUMENT 00 32 00

GEOTECHNICAL DATA

PART 1 GENERAL

1.1 SUMMARY

1.2 REFERENCES

1.3 EXAMINATION OF SAMPLES

1.4 EXISTING REPORTS AND HISTORICAL DATA

1.5 SOIL CLASSIFICATION

1.6 INTERPRETATION

1.7 LABORATORY TESTS

-- End of Section Table of Contents --

DOCUMENT 00 32 00 Page 1

DOCUMENT 00 32 00

GEOTECHNICAL DATA

PART 1 GENERAL

1.1 SUMMARY

The surface conditions indicated on the contract drawings and in the specifications are the result of site surveys, borings, and laboratory tests. Copies of the logs of explorations, laboratory test results, and locations at the site where subsurface investigations were performed are located in the Appendix at the end of this section.

1.2 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referenced to in the text by basic designation only.

ASTM INTERNATIONAL (ASTM)

ASTM D 421 (1985; 2002) Practice for Dry Preparation of Soil Samples for Particle-Size Analysis and Determination of Soil Constants

ASTM D 422 (1963; R 2002 e1) Particle-Size Analysis of Soils

ASTM D 2216 (2005)Test Method for Laboratory Determination of Water (Moisture) Content of Soil and Rock

ASTM D 2487 (2006) Classification of Soils for Engineering Purposes (Unified Soil Classification System)

ASTM D 2488 (2006) Description and Identification of Soils (Visual-Manual Procedure)

ASTM D 2850 (2003a) Unconsolidated - Undrained Triaxial Compression Test on Cohesive Soils

ASTM D 2974 (2000) Test method for Moisture, Ash and Organic Matter of Peat and Organic Soil

1.3 EXAMINATION OF SAMPLES

Subsurface explorations were performed by the Corps of Engineers.

Pertinent subsurface information in the Appendix attached to the specifications.

1.4 EXISTING REPORTS AND HISTORICAL DATA

Existing reports and historical data, relative to the dredging of Boston Harbor are available for viewing at the U.S. Army Corps of Engineers New

DOCUMENT 00 32 00 Page 2

England District, 696 Virginia Road, Concord, MA. Advance arrangements to view the reports may be made with Mr. Matthew Tessier, telephone number 978-318-8248.

1.5 SOIL CLASSIFICATION

The soil classification of the Corps of Engineers soil samples was done in accordance with ASTM D 2488 in the field and ASTM D 2487 in the laboratory.

1.6 INTERPRETATION

Subsurface investigation data are provided only for information purposes and for the convenience of the Contractor. The data shown on the boring logs is for the specific locations indicated only and no assurance is given that these conditions are representative of conditions between borings or areas adjacent thereto. The responsibility lies with the Contractor to interpret subsurface conditions that may affect his work.

1.7 LABORATORY TESTS

Laboratory tests were generally performed in accordance with the following test methods:

a. Moisture Content: ASTM D 2216.

b. Organic Content: ASTM D 2974.

c. Particle-Size Analysis: ASTM D 422, ASTM D 421.

d. Unconsolidated-Undrained Triaxial Testing: ASTM D 2850.

Note: Not all samples were tested in the laboratory using all the methods described above.

-- End of Document --

DOCUMENT 00 32 00 Page 3

-95-90-85-80-75-70-65-60-55-50-45 -95-90-85-80-75-70-65-60-55-50-45EOBS1S2U1S3S4S5S6S7C1 WOR/24"6PUSH/24"914524549506FD-05-N EOBS1S2S3S4S5 WOR/24"5666FD-05-P EOBS1S2S3NRS4U1S5S6S7 WOR/24"1WOR/24"PUSH/24"6PUSH/24"6102FD-05-REOBS1 110FP-05-P PROFILE G-G’-95-85-75-65-55-45 -95-85-75-65-55-45EOBS1S2S3NRS4S5S6NRS7S8NR WOR/24"WOR/24"WOR/24"PUSH/24"20333496236579FD-05-M EOBS1S2S3NRS4U1S5S6S7U2S8S9S10 WOR/24"WOR/24"6PUSH/24"10PUSH/24"WOR/24"125PUSH/24"6WOR/24"8FD-05-O EOBS1S2S3U1S4S5S6S7U2S8S9S10S11 WOR/24"WOR/24"6PUSH/24"94105PUSH/24"138138FD-05-QPROFILE H-H’

EL -51.9516.4’ W EL -43.824.2’ E

EL -42.221.3’ E EL -39.7528.5’ W-50-90-80-70-60 -90-80-70-60-50

ORGANICDEPOSITSMARINE DEPOSITSGLACIOMARINEDEPOSITSBEDROCKMARINE DEPOSITSORGANICDEPOSITSMARINE DEPOSITSGLACIOMARINEDEPOSITSGLACIOFLUVIALDEPOSITS ORGANICDEPOSITSMARINE DEPOSITSMARINE DEPOSITS

APPROXIMATE EXISTINGMUDLINE

APPROXIMATE EXISTINGMUDLINE EL -44.87.0’ W EL -42.25.6’ W

EL -41.32.4’ E CLCHCLCLMLMLMLOL/OH ML OLCLCHCLCL OLCLCLCHCLCLCLOL/OH

OLOLCLCLGMSCMLGW-GMGW-GM OLCLCLCLCHCLCLCHCHCLCLCL OLOLCLCLCLCLCLCLCLCLCLCLCL-ML

-95-90-85-80-75-70-65-60-55-50-45 -95-90-85-80-75-70-65-60-55-50-45EOBS1S2S3NRS4S5S6NRS7S8NR WOR/24"WOR/24"WOR/24"PUSH/24"20333496236579FD-05-M EOBS1S2U1S3S4S5S6S7C1 WOR/24"6PUSH/24"914524549506FD-05-NPROFILE D-D’-90-85-80-75-70-65-60-55-50-45-40 -90-85-80-75-70-65-60-55-50-45-40EOBS1S2S3U1S4S5S6S7U2S8S9S10S11 WOR/24"WOR/24"6PUSH/24"94105PUSH/24"138138FD-05-Q EOBS1S2S3NRS4U1S5S6S7 WOR/24"1WOR/24"PUSH/24"6PUSH/24"6102FD-05-RPROFILE F-F’

MARINE DEPOSITSGLACIOMARINEDEPOSITSGLACIOFLUVIALDEPOSITS BEDROCKORGANICDEPOSITS

ORGANIC DEPOSITSMARINE DEPOSITS APPROXIMATE EXISTINGMUDLINE

APPROXIMATE EXISTINGMUDLINEEL -42.21.1’ N EL -51.91.9’ NEL -39.70.5’ S EL -42.21.6’ S

OLOLCLCLGMMLGW-GMGW-GM CLCHCLCLMLMLMLOL/OHOLOLCLCLCLCLCLCLCLCLCLCLCL-ML OLCLCLCHCLCLCLOL/OH -95-90-85-80-75-70-65-60-55-50-45 -95-90-85-80-75-70-65-60-55-50-45EOBS1S2S3NRS4U1S5S6S7U2S8S9S10 WOR/24"WOR/24"6PUSH/24"10PUSH/24"WOR/24"125PUSH/24"6WOR/24"8FD-05-O EOBS1S2S3S4S5 WOR/24"5666FD-05-PPROFILE E-E’ APPROXIMATE LIMITS OF CAD CELL #I3MARINE DEPOSITSORGANIC DEPOSITSAPPROXIMATE EXISTINGMUDLINEEL -41.30.4’ N EL -43.80.2’ NOLCLCLCLCHCLCLCHCHCLCLCL OLCLCHCLCL

1. BASE PLAN PROVIDED TO HALEY & ALDRICH, INC. (HALEY & ALDRICH), BY THE US ARMY CORPS OF ENGINEERS (USACE), NEW ENGLAND DISTRICT, AND REFERENCED TO NO. C-16, SHEET 17, DATED JANUARY 1988, ENTITLED "INNER CONFLUENCE CHANNEL DISPOSAL CELLS".2. BASE PLAN REFERENCED TO MASSACHUSETTS STATE PLAN COORDINATE SYSTEM (NAD) 1927.3. LOCATIONS OF USACE 1993 BORINGS WERE OBTAINED FROM HALEY & ALDRICH REPORT ENTITLED "DRAFT REPORT ON GEOTECHNICAL ENGINEERING INVESTIGATION, BOSTON HARBOR NAVIGATION IMPROVEMENTS PROJECT", FIGURE 1. LOCATIONS WERE SCALED OFF USING AN ENGINEERS RULE AND THE COORDINATES PROVIDED SHOULD BE CONSIDERED APPROXIMATE.4. SEE FIGURES 3 THROUGH 5 FOR GEOLOGIC PROFILES A-A’ THROUGH H-H’.GENERAL NOTES:

GENERAL NOTES:LEGEND:FD-05-A EL -42.277.3’ SS2 28812C1 BORING DESIGNATION, ELEVATION, ANDOFFSET FROM PROFILE LINEN-VALUE, DEFINED AS THE NUMBER OF BLOWS OF A 140-LB HAMMER FREEFALLING FOR 30 INCHES REQUIRED TOADVANCE A STANDARD SPLIT SPOONSAMPLER 12 INCHES AFTER THE INITIAL6 INCH PENETRATIONCORE RUN NUMBERROCK CORE RECOVERY, EXPRESSED AS ARATIO OF THE TOTAL LENGTH OF RECOVEREDCORE TO THE LENGTH CORED, IN PERCENTROCK QUALITY DESIGNATION, DEFINED AS THETOTAL LENGTH OF THE PIECES OF CORE4 INCHES OR LARGER DIVIDED BY THE TOTALLENGTH OF CORE RUN, IN PERCENTAPPROXIMATE INTERFACE BETWEEN SOIL STRATAUNIFIED SOIL CLASSIFICATION SYSTEM (USCS) DESIGNATIONCL DESIGNATION AND APPROXIMATE LOCATION OF BORINGSPERFORMED BY GEOLOGIC-EARTH EXPLORATION, INC.,DURING THE PERIOD 19 SEPTEMBER 2005 TO 11 OCTOBER 2005.DESIGNATION AND APPROXIMATE LOCATION OF BORINGSPERFORMED BY THE US ARMY CORP OF ENGINEERS, JUNE 1993.

3B-101

PLANSCALE: 1"= 400’

PROFILESNOT TO SCALE 0400 400 800GRAPHIC SCALE:1" = 400’

-95

-90

-85

-80

-75

-70

-65

-60

-55

-50

-45

-95

-90

-85

-80

-75

-70

-65

-60

-55

-50

-45

EOB

WOR/24"

PUSH/24"

FD-05-N

EOB

WOR/24"

FD-05-P

EOB

WOR/24"

PUSH/24"

FD-05-R

EOB

S1 110

FP-05-P

PROFILE G-G’

-95

-85

-75

-65

-55

-45

-95

-85

-75

-65

-55

-45

EOB

WOR/24"

PUSH/24"

FD-05-M

EOB

S10

WOR/24"

PUSH/24"

WOR/24"

PUSH/24"

WOR/24"

FD-05-O

EOB

S10

S11

WOR/24"

PUSH/24"

FD-05-Q

PROFILE H-H’

EL -51.95

16.4’ W

EL -43.8

24.2’ E

EL -42.2

21.3’ E

EL -39.75

28.5’ W

-50

-90

-80

-70

-60

-90

-80

-70

-60

-50

ORGANIC

DEPOSITS

MARINE DEPOSITS

GLACIOMARINE

DEPOSITS

BEDROCK

MARINE DEPOSITS

ORGANIC

DEPOSITS

MARINE DEPOSITS

GLACIOMARINE

DEPOSITS

GLACIOFLUVIAL

DEPOSITS

ORGANIC

DEPOSITS

MARINE DEPOSITS

APPROXIMATE EXISTING

MUDLINE

APPROXIMATE EXISTING

MUDLINE

EL -44.8

7.0’ W

EL -42.2

5.6’ W

EL -41.3

2.4’ E

OL/OH

GW-GM

CL-ML

-95

-90

-85

-80

-75

-70

-65

-60

-55

-50

-45

-95

-90

-85

-80

-75

-70

-65

-60

-55

-50

-45

EOB

WOR/24"

PUSH/24"

FD-05-M

EOB

WOR/24"

PUSH/24"

FD-05-N

PROFILE D-D’

-90

-85

-80

-75

-70

-65

-60

-55

-50

-45

-40

-90

-85

-80

-75

-70

-65

-60

-55

-50

-45

-40

EOB

S10

S11

WOR/24"

PUSH/24"

FD-05-Q

EOB

WOR/24"

PUSH/24"

FD-05-R

PROFILE F-F’

MARINE DEPOSITS

GLACIOMARINE

DEPOSITS

GLACIOFLUVIAL

DEPOSITS

BEDROCK

ORGANIC

DEPOSITS

ORGANIC DEPOSITS

MARINE DEPOSITS

APPROXIMATE EXISTING

MUDLINE

APPROXIMATE EXISTING

MUDLINE

EL -42.2

1.1’ N

EL -51.9

1.9’ N

EL -39.7

0.5’ S

EL -42.2

1.6’ S

GW-GM

OL/OH

CL-ML

OL/OH

-95

-90

-85

-80

-75

-70

-65

-60

-55

-50

-45

-95

-90

-85

-80

-75

-70

-65

-60

-55

-50

-45

EOB

S10

WOR/24"

PUSH/24"

WOR/24"

PUSH/24"

WOR/24"

FD-05-O

EOB

WOR/24"

FD-05-P

PROFILE E-E’

APPROXIMATE LIMITS OF

CAD CELL #I3

MARINE DEPOSITS

ORGANIC DEPOSITS

APPROXIMATE EXISTING

MUDLINE

EL -41.3

0.4’ N

EL -43.8

0.2’ N

LEGEND:FD-05-A

EL -42.2

77.3’ S

S2 2

BORING DESIGNATION, ELEVATION, AND

OFFSET FROM PROFILE LINE

N-VALUE, DEFINED AS THE NUMBER OF

BLOWS OF A 140-LB HAMMER FREE

FALLING FOR 30 INCHES REQUIRED TO

ADVANCE A STANDARD SPLIT SPOON

SAMPLER 12 INCHES AFTER THE INITIAL

6 INCH PENETRATION

CORE RUN NUMBER

ROCK CORE RECOVERY, EXPRESSED AS A

RATIO OF THE TOTAL LENGTH OF RECOVERED

CORE TO THE LENGTH CORED, IN PERCENT

ROCK QUALITY DESIGNATION, DEFINED AS THE

TOTAL LENGTH OF THE PIECES OF CORE

4 INCHES OR LARGER DIVIDED BY THE TOTAL

LENGTH OF CORE RUN, IN PERCENT

APPROXIMATE INTERFACE BETWEEN SOIL STRATA

UNIFIED SOIL CLASSIFICATION SYSTEM (USCS)

DESIGNATION

B-101

1. MATERIAL DESCRIPTIONS ARE GENERALIZED AND

INCLUDE SAMPLES WITH A NATURAL DEGREE OF

VARIATION. SEE EXPLORATION LOGS FOR A MORE

DETAILED DESCRIPTION OF THE INDIVIDUAL SAMPLES.

2. SOIL STRATA BETWEEN EXPLORATIONS ARE ESTIMATED.

STRATA BOUNDARIES ARE BASED ON INTERPRETATION OF

EXPLORATIONS AND GEOTECHNICAL LABORATORY TESTS.

RESULTS ARE SHOWN ONLY TO AID IN VISUAL GENERALIZED

SUBSURFACE CONDITIONS. ACTUAL STRATA BOUNDARIES

BETWEEN EXPLORATIONS MAY DIFFER FROM THE CONDITIONS

SHOWN HEREIN.

3. USACE 1993 BORING ELEVATIONS ADJUSTED TO MLLW.

4. DESIGNATION AND APPROXIMATE LOCATION OF BORINGS

PERFORMED BY GEOLOGIC-EARTH EXPLORATION, INC.,

DURING THE PERIOD 19 SEPTEMBER 2005 TO 11 OCTOBER 2005.

5. DESIGNATION AND APPROXIMATE LOCATION OF BORINGS

PERFORMED BY THE US ARMY CORP OF ENGINEERS, JUNE 1993.

PLAN

SCALE: 1"= 400’

PROFILES

0400 400 800

GRAPHIC SCALE:

1" = 400’

M Y S T I C R I V E R

U. S. G Y P S U M W H A R F

C H A R L E S T O W N

B O S T O N

Shipyard

Quarters

Marina

E A S T

B O S T O N

EXISTING 35-FOOT CHANNEL

C H E L S E A R I V E R

100’ WIDE

CABLE CROSSING

NO SPUD ZONE

SHEET

IDENTIFICATION

NUMBER

US ARMY CORPS

OF ENGINEERS

NEW ENGLAND

DISTRICT

SHEET OF 14

1. MATERIAL DESCRIPTIONS ARE GENERALIZED AND INCLUDE SAMPLES WITH A NATURAL DEGREE OF VARIATION. SEE EXPLORATION LOGS FOR A MORE DETAILED DESCRIPTION OF THE INDIVIDUAL SAMPLES.2. SOIL STRATA BETWEEN EXPLORATIONS ARE ESTIMATED. STRATA BOUNDARIES ARE BASED ON INTERPRETATION OF EXPLORATIONS AND GEOTECHNICAL LABORATORY TESTS. RESULTS ARE SHOWN ONLY TO AID IN VISUAL GENERALIZED SUBSURFACE CONDITIONS. ACTUAL STRATA BOUNDARIES BETWEEN EXPLORATIONS MAY DIFFER FROM THE CONDITIONS SHOWN HEREIN.3. USACE 1993 BORING ELEVATIONS ADJUSTED TO MLLW.4. DESIGNATION AND APPROXIMATE LOCATION OF BORINGS PERFORMED BY GEOLOGIC-EARTH EXPLORATION, INC., DURING THE PERIOD 19 SEPTEMBER 2005 TO 11 OCTOBER 2005 INDICATED AS FD-05-X.5. DESIGNATION AND APPROXIMATE LOCATION OF BORINGS PERFORMED BY THE US ARMY CORPs OF ENGINEERS, JUNE 1993 INDICATED AS FD-93- . #

NOTES:

NTS

MAIN SHIP CHANNEL

CAD CELL

MH#20495MH#20496

SHEETIDENTIFICATIONNUMBER

US ARMY CORPSOF ENGINEERSNEW ENGLANDDISTRICT

SHEET OF 14

M Y S T I C R I V E RU. S. G Y P S U M W H A R FC H A R L E S T O W NB O S T O N ShipyardQuartersMarina E A S T B O S T O NN 503000 EXISTING 35-FOOT CHANNEL

C H E L S E A R I V E R

DESIGNATION AND APPROXIMATE LOCATION OF BORINGSPERFORMED BY GEOLOGIC-EARTH EXPLORATION, INC.,DURING THE PERIOD 19 SEPTEMBER 2005 TO 11 OCTOBER 2005.DESIGNATION AND APPROXIMATE LOCATION OF BORINGSPERFORMED BY THE US ARMY CORP OF ENGINEERS, JUNE 1993.1. BASE PLAN PROVIDED TO HALEY & ALDRICH, INC. (HALEY & ALDRICH), BY THE US ARMY CORPS OF ENGINEERS (USACE), NEW ENGLAND DISTRICT, AND REFERENCED TO NO. C-16, SHEET 17, DATED JANUARY 1988, ENTITLED "INNER CONFLUENCE CHANNEL DISPOSAL CELLS".2. BASE PLAN REFERENCED TO MASSACHUSETTS STATE PLAN COORDINATE SYSTEM (NAD) 1927.3. LOCATIONS OF USACE 1993 BORINGS WERE OBTAINED FROM HALEY & ALDRICH REPORT ENTITLED "DRAFT REPORT ON GEOTECHNICAL ENGINEERING INVESTIGATION, BOSTON HARBOR NAVIGATION IMPROVEMENTS PROJECT", FIGURE 1. LOCATIONS WERE SCALED OFF USING AN ENGINEERS RULE AND THE COORDINATES PROVIDED SHOULD BE CONSIDERED APPROXIMATE.4. SEE FIGURES 3 THROUGH 5 FOR GEOLOGIC PROFILES A-A’ THROUGH H-H’.GENERAL NOTES:

SHEETIDENTIFICATIONNUMBER

US ARMY CORPSOF ENGINEERSNEW ENGLANDDISTRICT

SHEET OF 14

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.2 SUBMITTALS

1.3 PHYSICAL DATA

1.4 SEQUENCING AND SCHEDULING

1.4.1 Hours of Operations

1.4.2 Restricted Operation within FAA Zones

1.4.3 Work Sequence

1.4.3.1 General

1.4.3.2 Progress Schedule

1.4.4 Organization at the Site

1.4.4.1 General

1.4.4.2 Rate of Progress

1.5 CONTRACTOR USE OF PREMISES

1.5.1 Storage Areas

1.5.1.1 Work Limits

1.5.2 Contractor's Receipt of Supplies

1.5.3 Access to Work Site

1.6 COORDINATION

1.6.1 Public Notice

1.6.2 Coast Guard

1.6.3 Notice to Mariners

1.6.4 Aids to Navigation

1.6.5 Harbormaster

1.6.6 Boston Lobstermen

1.6.7 Pilots

1.6.8 Weekly Schedule to Users of the Harbor

1.6.9 Points of Contact

1.7 PRECONSTRUCTION CONFERENCE

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 11 00 Page 1

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

The general description below is given to indicate the approximate scope of this project only. It does not limit the work required under the project drawings and specifications.

The work of this project consists of the creation of the Main Ship Channel Confined Aquatic Disposal (CAD) Cell, as well as the maintenance dredging of the Boston Harbor Federal Navigation Project Main Ship Channel and the Inner Confluence to a required depth of -40 feet Mean Lower Low Water (MLLW) and Channel to a required depth of -35 MLLW, with two foot allowable overdepth. Approximately 1.0 million cubic yards of material removed for the construction of the CAD cell will be disposed at Massachusetts Bay Disposal Site (MBDS) and 0.8 million cubic yards removed for maintenance dredging will be disposed in the Confined Aquatic Disposal (CAD) cell created. The Massachusetts Bay Disposal Site is approximately 15 nautical miles from the site. The dredge material shall be removed using a mechanical dredge, loaded onto scows, and towed to the disposal site locations. Construction of the CAD Cell shall be completed prior to the start of maintenance dredging.

The dredged material shall be removed mechanically using a conventional clamshell bucket for the CAD cell below elevation -42 MLLW, and using a closed bucket in the main ship channel, the 35-foot channel,the entire inner confluence, and the CAD cell above elevation -42 MLLW. This represents the approximate change from suitable material to unsuitable material. If actual location change in the material differs, bucket change to be verbally approved by the COR.

The intent of the CAD Cell is to provide a capacity of 1,172,550 cubic yards below elevation -45 feet MLLW, matching the design grades shown on the contract drawings as closely as possible. Creation of the CAD Cell will be considered complete once the capacity within the footprint of the CAD Cell has been achieved. The Government may increase the footprint of the CAD Cell within the allowable CAD Cell adjustment area shown on the plans if refusal is encountered within the footprint provided in the contract drawings.

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Progress Schedule; G, RO.

SECTION 01 11 00 Page 2

In accordance with the contract clauses, the Contractor shall, within 15 days after receipt of notice to proceed or as otherwise determined by the Contracting Officer, submit for approval a practicable progress schedule. When changes are authorized that result in contract time extensions, Contractor shall submit a modified chart for approval by the Contracting Officer.

Notice to Mariners

Submit a copy of Notice to Mariners to the Contracting Officer.

Aids to Navigation

Submit proof of coordination with the USCG for any necessary relocation or movement of aids to navigation.

1.3 PHYSICAL DATA

Data and information furnished or referred to below is for the Contractor's information. The Government shall not be responsible for any interpretation of or conclusion drawn from the data or information by the Contractor.

a. Site Conditions: The indications of physical conditions on the drawings and in the specifications are the result of site investigations and surveys. The conditions represented prevailed at the time the investigations and surveys were made. A pre-dredge survey may be performed by the Government of the areas to be dredged prior to the start of Contractor dredging operations at the site. Before commencing work at the site, the Contractor shall verify the existing conditions indicated on the drawings and in the specifications. See CONTRACT CLAUSE entitled "SITE INVESTIGATION AND CONDITIONS AFFECTING

THE WORK".

b. Weather Conditions: The monthly normal mean temperature and the monthly normal mean precipitation for the site may be obtained by the Contractor from the nearest U.S. National Weather Service Office.

c. The average tide range is 9.5 feet with spring tidal ranges often in excess of 11.0 feet. The typical fastest tidal currents in Boston Harbor occur in the deep ship channels (up to 1.4 knots) during spring tides in the souther lane of the Main Ship Channel (Corps/Massport, 1994)

d. Transportation facilities: The Contractor shall make its own investigations on the use of municipal, State and Federal highways, roads, streets, and bridges.

e. Conditions of Channel: Soundings shown on the contract drawings are the results of surveys conducted during the time period indicated on the drawings and are believed to indicate existing conditions.

Maintenance dredging of the 40-ft Main Ship Channel was last undertaken in 2008 and 1969, the Inner Confluence was last undertaken in 2000, and the 35-ft Channel was last undertaken in 1967. Also, a CAD Cell was dug and filled in 2008 and capped in 2010. There is existing capacity in this CAD Cell and shall be used for disposal of unsuitable material.

Refer to Specification Section 35 20 23 DREDGING (Sequence of CAD Cell Construction) for details.

SECTION 01 11 00 Page 3

f. Channel Traffic: Boston Harbor and the adjacent areas to be dredged are mainly used by deep draft commercial vessels, fishing vessels, and numerous small recreation and commercial craft, which may cause some interference with contract operations. Oil barges frequent the harbor during the winter heating season. Certain restrictions on vessel movement are in place when liquid natural gas tankers traverse the harbor. Delays in vessel movement of up to three hours per transit of liquid natural gas should be anticipated. The Contractor will be required to conduct the work in such a manner as to obstruct navigation as little as possible, and in the event the Contractor's plant so obstructs the channel as to make difficult or endanger the passage of any vessels, the plant shall be promptly moved on the approach of any vessel to such an extent as may be necessary to afford a practicable passage. Moving of dredging plant may also be based on the determination of the docking pilot if vessel traffic requires it.

g. Height Limitations: The Contractor shall coordinate his construction activities with the Logan Airport Operations and Boston's Air traffic Control Tower. Points of Contracts for Boston Logan International Airport Operations (24/7): 617-561-1919; Robert Lynch (business hours, for overall coordination issues): 617-561-1935. The crane booms, hoisting equipment or other equipment used by the Contractor to complete the dredging shall conform to the marking/lighting requirements of FAA Advisory Circular 70/7460-1 K Change 2, Obstruction Markings and Lighting, paint/red lights - Chapters 3 (Marked), 4, 5(red) & 12. When the dredge equipment is located within Logan Airspace Critical Area (attached at the end of the section), ceiling heights established by the FAA, the FAA will require the Contractor to stop work in the event declining weather conditions hinder visibility to the extent that the Contractor's plant becomes a hazard to flying aircraft. Also, when performing dredging operations in the Navy Dry Dock Channel and Main Ship channel near the airport, the dredge shall not be moored in the area during non-work periods or the crane boom shall be lowered. The maximum height of any equipment within Logan Airspace Critical Area shall be 155 feet above mean sea level.

1.4 SEQUENCING AND SCHEDULING

1.4.1 Hours of Operations

Except as specified for particular items of work and in the sections below, the Contractor will be allowed to perform work 24 hours per day, 7 days per week, including holidays, for the entire performance period, except for June 17th, 2017, which is designated as a no work day. Refer to other sections of these specifications for environmental requirements and restrictions to dredging and disposal activities and for temporary suspension of the work, if required.

1.4.2 Restricted Operation within FAA Zones

There is one area of the project that will have potentially time restricted access for dredging operations because of the impact the equipment will have on the Logan airport operations. This area is shown in the Sketch titled "Critical Area within Logan Airspace", which is attached at the end of this Specification, which include FAA Zone 4 and FAA Zone 27, as shown on the contract drawings. When dredging operations are within the "Critical Area within Logan Airspace", the airport will be required to close certain runways for safety reasons. Airport personnel have developed an operational directive that is designed to allow the dredging to take place with minimal

SECTION 01 11 00 Page 4 impact to the dredge operator and operations at Logan Airport. The directive indicates that unless extenuating circumstances exist, the Massport Aviation Operations shall let the contractor operate in one of these zones at all times. However, certain weather conditions such as fog, adverse winds, etc., may require the airport to direct the Contractor to vacate one of the zones.

Prior to the start of construction, the Contractor shall assign both a primary and secondary Point of Contact (POC) and provide the COR and Massport with the complete contact information for the POC's, to include title, name, phone number(s), address, and email. The POC shall be responsible for daily communications with the COR and Massport Aviation Operations and coordination of the following day's work limits and any associated restrictions within those areas. While the POC is required to coordinate with the COR and Massport Aviation Operations for the duration of the contract, the Contractor must coordinate very closely and in advance with the COR and Massport Aviation Operations during dredging operations that are within the "Critical Area within Logan Airspace."

The Airport will provide a minimum of one hour notice for required vacation of a portion of the "Critical Area within Logan Airspace", but will attempt to provide a notice of two or three hours. In an emergency situation, the Contractor will be instructed to lower its boom/crane, while remaining in its present position. Once advised, the boom crane shall be lowered immediately. The Contractor shall coordinate with the COR and Massport Aviation Operations at least two hours prior to entering the "Critical Area within Logan Airspace", and must receive approval that entering the "Critical Area within Logan Airspace", is allowed. When in the "Critical Area within Logan Airspace", the Contractor shall call the Massport Aviation Operations every two hours to provide a status of operations and confirm that dredging may continue. The Contractor shall coordinate with the COR and Massport Aviation Operations in advance, to develop a plan for work at night or certain weekends.

1.4.3 Work Sequence

1.4.3.1 General

There are certain essential criteria relative to the preparation of a work sequence and time schedule which the Contractor will be required to implement and follow during the prosecution of the work. Minor variations in the sequence of the items of work as approved may be made by the Contractor, provided such variations do not conflict with critical elements of the schedule and permit requirements. Variations shall be approved by the Contracting Officer prior to implementation.

1.4.3.2 Progress Schedule

The progress schedule shall be in the form of a chart graphically indicating the sequence proposed to accomplish each work feature or operation. The chart shall be prepared to show the starting and completion dates of all work features on a linear horizontal time scale beginning with date of Notice to Proceed and indicating calendar days to completion.

Contractor shall indicate on the chart the important work features or operations that are critical to the timely overall completion of the project. Key dates for such important work features and portions of work features are milestone dates and shall be so indicated on the chart. This schedule will be the medium through which the timeliness of the Contractor's construction effort is appraised. Anticipated adverse weather

SECTION 01 11 00 Page 5 delay days shall be included in the schedule.

1.4.4 Organization at the Site

1.4.4.1 General

The Contractor shall employ ample personnel and sufficient equipment to accomplish the work of this contract in the least amount of time, within the prosecution period specified in Section 00 80 00 SPECIAL CONTRACT REQUIREMENTS, Subpart 1.1.

1.4.4.2 Rate of Progress

Should the Contractor fail to maintain a satisfactory rate of progress, the Contracting Officer may require that additional personnel and equipment be placed on the work, in order that the work be brought up to schedule and maintained.

1.5 CONTRACTOR USE OF PREMISES

1.5.1 Storage Areas

See Section 01 50 00 TEMPORARY FACILITIES AND CONTROLS.

1.5.1.1 Work Limits

The limits of work consist of the Federal Channel and Anchorage limits as shown on the Contract Drawings. Specific dredge areas consist of shoaled areas in the channel, and anchorage as shown on the contract drawings, including the side slope areas which must be dredged to obtain the required depth.

1.5.2 Contractor's Receipt of Supplies

The Contractor shall be responsible for all arrangements for the receipt of materials and supplies at the job site. Government personnel are not permitted to receive or sign for items delivered to the site.

1.5.3 Access to Work Site

Access to the project site will be discussed at the Preconstruction Conference. The Contractor shall obtain wharf facilities required for this project.

1.6 COORDINATION

1.6.1 Public Notice

The public shall be notified of this dredging project approximately two weeks before commencement of dredging operations at the site. A brief description of the work to be performed and the intended schedule of dredging and disposal operations shall be published in a newspaper of general circulation in the area adjacent to the dredging. The notice shall include the locations where the work is to be performed, the time sequence of events, a map of the haul route to be followed between the dredging areas and the disposal site with reference to the width of the haul lane, the location and limits of the disposal site, and the procedure the Contractor will use to respond to claims of loss of fishing gear during the hauling work. The notice shall include the Contractor's point of contact

SECTION 01 11 00 Page 6 and telephone number.

1.6.2 Coast Guard

All work conducted in areas in or adjacent to the ship channel shall be coordinated with the U.S. Coast Guard.

1.6.3 Notice to Mariners

Before beginning dredging operations, the Contractor shall coordinate with the U.S. Coast Guard (USGG) to issue a "Notice to Mariners" regarding the work to be performed and the Contractor's proposed operations.

The Corps of Engineers and the USCG have agreed to phraseology when issuing navigational bulletins and notices. The information furnished shall be consistent with USCG Broadcast Notice to Mariners and Local Notice to Mariners. When requesting local USCG offices to issue navigational information for Corps of Engineers work involving marine construction, the following terminology shall be used, as applicable:

For cautionary areas: "Mariners are urged to use extreme caution in the area."

For dredging and work operations: "Mariners are urged to transit at their slowest safe speed to minimize wake and proceed with caution after passing arrangements have been made."

1.6.4 Aids to Navigation

Aids to navigation have been placed by the Coast Guard. The Contractor shall coordinate with the Coast Guard at least two weeks in advance of any dredging work to provide for any necessary relocation or movement of aids to navigation. The Contractor shall also contact the Coast Guard at the completion of all work and the removal of all dredging plant from the Harbor.

1.6.5 Harbormaster

Before beginning dredging operations and barge transport of dredged materials, the Contractor shall coordinate his work operations with the Boston Harbor Master, Sergeant Joseph Cheevers, Boston Police Department:

Office: 617-343-4825, Cell: 617-594-9071, e-mail:

cheeversj.bpd@cityofboston.gov

1.6.6 Boston Lobstermen

A minimum of three days before beginning dredging operations and barge transport of dredged materials, the Contractor shall send out a notice with a map showing the location in the harbor that the dredge is expected to be dredging for the next seven (7) days to a list of e-mail recipients that will be provided by the Government. Once dredging operations are underway, the Contractor shall provide a weekly update via e-mail to the mailing list by 8:00 p.m. each Thursday where the dredge will be operating for the following Sunday to Saturday period. If for unforeseen reasons, the Contractor needs to move into an area that was not identified in the weekly update, the Contractor shall send out another notice 48 hours in advance of moving into the added area.

In addition, the Contractor shall make two daily broadcasts (8:00 a.m. and

SECTION 01 11 00 Page 7

1:00 p.m.) on two different VHF radio channels used by the loberstermen, providing daily updates. The channels used for these broadcasts will be identified in the pre-construction conference.

1.6.7 Pilots

In some cases the channels to be dredged will not permit ship traffic during dredging operations, timely communication between the dredge and the pilots is necessary to avoid conflicts. The Contractor shall maintain daily telephone contact with the dispatchers at Boston Towing and Transportation: Captain George Lee General Manager, Boston Towing & Transportation, 404 Border Street, East Boston, MA 02128, e-mail:

georgel@reinauer.com, Office: 1-800-836-8847 Ext. 129, Cell:

1-978-360-6602(617-567-9100). While dredge operations are underway the Contractor shall monitor VHF channel 13. Since vessel movements are apt to occur on a random basis, the Contractor shall provide a positive means of communication between the dredge and the towing companies such as a cell phone number.

1.6.8 Weekly Schedule to Users of the Harbor

Coordination with users of the harbor is critical for a smooth operation.

All parties should have knowledge of the others' potential activities.

Therefore, the Contractor shall prepare a weekly schedule of dredging and disposal activities and forward it to the following:

US Coast Guard: Mark Cutter, Asst. Branch Chief, Waterways Management, USCG Sector Boston 427 Commercial St., Boston, MA 02109, 617-223-4000 (Desk), 978-230-2103 (Cell), E-mail: Mark.E.Cutter@USCG.mil

Boston Pilots: (617-569-4502 fax) Captain Richard Stover, (617) 569-4501, e-mail: pilots@bostonpilots.com

Boston Harbor Master: Sgt. Joseph Cheevers, Boston Police Department:

Office: 617-343-4825, Cell: 617-594-9071

Mass. Lobstermen Assoc: Steve Holler, e-mail: necka30@gmail.com

Boston Harbor Lobstermen Co-op: Paul Pender, email: pms4343@aol.com

Boston Towing: Captain George Lee General Manager, Boston Towing & Transportation, 404 Border Street, East Boston, MA 02128, e-mail:

georgel@reinauer.com , Office: 1-800-836-8847 Ext. 129, Cell:

1-978-360-6602

Boston Harbor Cruises, Christopher Nolan, 617-283-2094, cnolan@bostonharborcruises.com

Massachusetts Bay Lines, Inc., Mr. Jay Spence, (617) 542-8000, Jay@massbaylines.com

This weekly schedule shall identify all anticipated dredging and disposal activities and shall be updated as appropriate.

1.6.9 Points of Contact

a. U.S. Coast Guard, First District, 408 Atlantic Avenue, Boston, MA 02110. USCG Contacts for Aids to Navigation in the First District

SECTION 01 11 00 Page 8

Mark Cutter, Asst. Branch Chief, Waterways Management, USCG Sector Boston 427 Commercial St., Boston, MA 02109, 617-223-4000 (Desk), 978-230-2103 (Cell), E-mail: Mark.E.Cutter@USCG.mil

b. Logan Airport Restricted Operation within FAA Zones

Boston Tower Supervisor/Controller In Charge 617-561-1919

c. Boston Tower Contacts:

Boston Logan International Airport Operations (24/7): 617-561-1919

Robert Lynch (business hours, for overall coordination issues):

617-561-1935

Masschusetts Port Authority

Port Police: 617-464-8250

1.7 PRECONSTRUCTION CONFERENCE

The Contracting Officer will conduct a preconstruction conference with key Contractor personnel. The purpose of the conference is to review contract requirements and to establish a working relationship between the Contractor's Staff and the Corps of Engineers personnel who will be closely associated with the project. During the conference, the Contracting Officer will inform the Contractor concerning Job Safety, Quality Control, Labor Relations, and Environmental Protection. The Contracting Officer will also review the contract requirements relative to the conditions contained in the "Water Quality Certification" and other environmental permits issued for this project. The Contractor's Superintendent, Quality Control Representative, and Site Safety and Health Officer (SSHO) shall attend this conference. All submittals which are ready for submission prior to start of work may be brought to the conference for distribution to the participating reviewers.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 11 00 Page 9

CRITICAL AREA WITHIN LOGAN AIRSPACE

Attachment to Specification Section 01 11 00 SUMMARY OF WORK

Latitude: 42°21'25.55"N Longitude: 71°02'3.21"W

Latitude: 42°21‘05.03"N Longitude: 71°01'57.80"W

Latitude: 42°20'49.73"N Longitude: 71°01'22.92"W

Latitude: 42°21'0.12"N Longitude: 71°01'7.91"W

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 SUBMITTALS

1.2 JOB PAYMENT ITEMS

1.3 UNIT PRICE PAYMENT ITEMS

1.4 BIDDING SCHEDULE - PAYMENT ITEMS

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 22 00 Page 1

SECTION 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals with a "G" designation;

SD-05 Design Data

Quantity Surveys

Submit originals of all field notes and all other records relating to quantity surveys for progress payments.

1.2 JOB PAYMENT ITEMS

Payment items for the work of this contract for which contract job payments will be made are listed in the BIDDING SCHEDULE and described below. The job price and payment made for each item listed shall constitute full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for which separate payment is not otherwise provided.

1.3 UNIT PRICE PAYMENT ITEMS

Payment items for the work of this contract on which the contract unit price payments will be made are listed in the BIDDING SCHEDULE and described below. The unit price and payment made for each item listed shall constitute full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for each of the unit price items. Submit originals of all field notes and all other records relating to Quantity Surveys.

1.4 BIDDING SCHEDULE - PAYMENT ITEMS

Payment items for the work of this contract on which the contract progress payments will be based are listed in the BIDDING SCHEDULE and are described below. All costs for items of work, which are not specifically mentioned to be included in a particular Bidding Schedule lump sum or unit price payment item, shall be included in the listed lump sum item most closely associated with the work involved.

BASE BID ITEMS

1. Item Number 0001; "Mobilization and Demobilization For Dredging And

SECTION 01 22 00 Page 2

Disposal".

a. Payment will be made for costs associated with mobilization and demobilization for dredging operations and disposal operations as defined in Special Contract Requirements clause "PAYMENT FOR

MOBILIZATION AND DEMOBILIZATION".

b. Unit of Measure: Job.

2. Item Number 0002; "Construction of Confined Aquatic Disposal (CAD) Cell in the 40-Foot Main Ship Channel"

a. The contract price per cubic yard for the Bidding Schedule Payment Items listed above shall include all cost of removal and disposal of all materials encountered from the indicated areas of the new CAD cell located within the Federal Channel to the specified depth, as indicated on the contract drawings.

b. The total amount of material removed and paid for under the contract for this Item will be measured by the cubic yard in place by computing the volume between the bottom surface shown by soundings of the last pre-dredge survey made before dredging begins and the bottom surface shown by the soundings of a post-dredge survey made as soon as practicable after the removal of the material. Dredged material will be included that is within the limits of the side slopes as described in Section 35 20 23 DREDGING, paragraph OVERDEPTH AND SIDE SLOPES" less any deductions that may be required for misplaced material described in paragraph

DISPOSAL OF EXCAVATED MATERIAL.

c. The contract drawings listed in Special Contract Requirements, Paragraph "Contract Drawings and Specifications" are believed to accurately represent conditions existing on the date of the survey shown on the drawings, but the depths and the specific areas to be dredged shown thereon may be verified and corrected by soundings taken by the Government before dredging begins. Determination of quantities removed and the deductions made to determine quantities after having once been made by the Contracting Officer, will not be reopened, except on evidence of collusion, fraud, or obvious error.

d. Monthly partial payments will be based on approximate quantities determined by Contractor quality control surveys. The pre-dredge survey made immediately before dredging, and the post-dredge survey made as soon as practicable after the removal of the material, will be performed by the Government at no cost to the Contractor.

e. No separate measurement or payment will be made for "Debris Management" specified in Section 35 20 23 DREDGING.

f. Measurement of Item No. 0002; "Construction of Confined Aquatic Disposal (CAD) Cell in the 40-Foot Main Ship Channel" will be made by computing the volume between the bottom surface shown by soundings of the last Government pre-dredge survey made before dredging begins and the bottom elevation shown by the soundings of a Government post-dredge survey made as soon as practicable after the removal of the material and prior to the first disposal into the CAD Cell.

SECTION 01 22 00 Page 3

g. Unit of Measure: Cubic Yard (CD).

OPTIONAL BID ITEMS

3. Item Numbers 0003, 0004 and 0005.

Item Number 0003: "Maintenance Dredging of Unsuitable Material in the 40-Foot Main Ship Channel from Station 210+00 through upstream limit of FAA Zone 27".

Item Number 0004; "Maintenance Dredging of Unsuitable Material in the 40-Foot Main Ship Channel Upstream of the Limit of FAA Zone 27, 35-Foot Channel and Inner Confluence".

Item Number 0005; "Maintenance Dredging of Unsuitable Material in the 40-Foot Main Ship Channel Upstream of the Limit of FAA Zone 27, 35-Foot Channel and Inner Confluence".

b. The total amount of material removed and paid for under the contract for these Items will be measured by the cubic yard in place by computing the volume between the bottom surface shown by soundings of the last pre-dredge survey made before dredging begins and the bottom surface shown by the soundings of a post-dredge survey made as soon as practicable after the removal of the material. Dredged material will be included that is within the limits of the side slopes and specified channel overdepth as described in Section 35 20 23 DREDGING, paragraph OVERDEPTH AND SIDE SLOPES, less any deductions that may be required for misplaced material described in paragraph DISPOSAL OF EXCAVATED

MATERIAL.

c. The contract drawings listed in Special Contract Requirements, Paragraph "Contract Drawings, Maps and Specifications" are believed to accurately represent conditions existing on the date of the survey shown on the drawings, but the depths and the specific areas to be dredged shown thereon may be verified and corrected by soundings taken by the Government before dredging begins. Determination of quantities removed and the deductions made to determine quantities after having once been made by the Contracting Officer, will not be reopened, except on evidence of collusion, fraud, or obvious error.

e. No separate measurement or payment will be made for "Debris Management" specified in Section 35 20 23 DREDGING.

SECTION 01 22 00 Page 4

f. Measurement of Item Nos. 0003, 0004, and 0005; "Maintenance Dredging of Unsuitable Material in the 40-Foot Main Ship Channel from Station 210+00 through upstream limit of FAA Zone 27" and "Maintenance Dredging of Unsuitable Material in the 40-Foot Main Ship Channel From Upstream Limit of FAA Zone 27 to the end of the 40-Foot Main Ship Channel, 35-Foot Channel and Inner Confluence" will be made by computing the volume between the bottom surface shown by soundings of the last pre-dredge survey made before dredging begins and the bottom elevation shown by the soundings of a post-dredge survey made as soon as practicable after the removal of the material.

g. Unit of Measure: Cubic Yard (CD).

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 22 00 Page 5

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

1.1 SUMMARY

1.2 DEFINITIONS

1.2.1 Submittal Descriptions (SD)

1.2.2 Approving Authority

1.2.3 Work

1.3 SUBMITTALS

1.4 SUBMITTAL CLASSIFICATION

1.4.1 Government Approved (G)

1.4.1.1 Approval Codes

1.4.2 Information Only

1.5 PREPARATION

1.5.1 Transmittal Form

1.6 QUANTITY OF SUBMITTALS

1.7 INFORMATION ONLY SUBMITTALS

1.8 VARIATIONS

1.8.1 Considering Variations

1.8.2 Proposing Variations

1.8.3 Warranting That Variations Are Compatible

1.8.4 Review Schedule Is Modified

1.9 SUBMITTAL REGISTER

1.9.1 Use of Submittal Register

1.9.2 Contractor Use of Submittal Register

1.9.3 Approving Authority Use of Submittal Register

1.9.4 Copies Delivered to the Government

1.10 SCHEDULING

1.11 GOVERNMENT APPROVING AUTHORITY

1.11.1 Review Notations

1.12 DISAPPROVED SUBMITTALS

1.13 APPROVED SUBMITTALS

1.14 APPROVED SAMPLES

1.15 WITHHOLDING OF PAYMENT

1.16 STAMPS

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 33 00 Page 1

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

1.1 SUMMARY

The Contracting Officer may request submittals in addition to those specified when deemed necessary to adequately describe the work covered in the respective sections.

Units of weights and measures used on all submittals are to be the same as those used in the contract drawings.

Each submittal is to be complete and in sufficient detail to allow ready determination of compliance with contract requirements.

Contractor's Quality Control (CQC) System Manager to check and approve all items prior to submittal and stamp, sign, and date indicating action taken. Proposed deviations from the contract requirements are to be clearly identified. Include within submittals items such as:

Contractor's, manufacturer's, or fabricator's drawings; descriptive literature including (but not limited to) catalog cuts, diagrams, operating charts or curves; test reports; test cylinders; samples; O&M manuals (including parts list); certifications; warranties; and other such required submittals.

Submittals requiring Government approval are to be scheduled and made prior to the acquisition of the material or equipment covered thereby. Pick up and dispose of samples not incorporated into the work in accordance with manufacturer's Material Safety Data Sheets (MSDS) and in compliance with existing laws and regulations.

1.2 DEFINITIONS

1.2.1 Submittal Descriptions (SD)

Submittals requirements are specified in the technical sections.

Submittals are identified by Submittal Description (SD) numbers and titles as follows:

SD-01 Preconstruction Submittals

Submittals which are required prior to start of construction (work) or the start of the next major phase of the construction on a multi-phase contract, includes schedules, tabular list of data, or tabular list including location, features, or other pertinent information regarding products, materials, equipment, or components to be used in the work.

Safe Practice Manual

Certificates of Insurance

Surety Bonds

SECTION 01 33 00 Page 2

List of Proposed Subcontractors

List of Proposed Products

Construction Progress Schedule

Submittal Register

Schedule of Prices

Health and Safety Plan

Work Plan

Quality Control(QC) Plan

Environmental Protection Plan

SD-02 Shop Drawings

Drawings, diagrams and schedules specifically prepared to illustrate some portion of the work.

Diagrams and instructions from a manufacturer or fabricator for use in producing the product and as aids to the Contractor for integrating the product or system into the project.

Drawings prepared by or for the Contractor to show how multiple systems and interdisciplinary work will be coordinated.

SD-05 Design Data

Design…

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