Amend 0001 Spec Changes.pdf

AM#1 NAVIGATION IMPROVEMENTS AKU002

AKUTAN, ALASKA

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

1.1.2 Location

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 11 00 Page 1

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

The work AM#1...and option items...AM#1 includes harbor excavation and slope protection, construction of two breakwaters, upland disposal and seeding of the disposal areas.

1.1.2 Location

The work shall be located on the uplands at the head of Akutan Harbor, approximately 6 miles west of the town of Akutan and 33 air miles from Dutch Harbor . The exact location is shown on the contract drawings.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

SECTION 01 11 00 Page 2

SPECIFICATION COVER SHEET

-- End of Section --

SECTION 01 11 00 Page 3

BID NAVIGATION IMPROVEMENTS AKU002

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 19 40.00 29

SPECIAL ITEMS (CIVIL WORKS)

PART 1 GENERAL

1.1 SCOPE

1.2 REFERENCES

1.3 SUBMITTALS

1.4 ACCIDENT PREVENTION PLAN(APP)

1.4.1 Navigation Safety and Coordination Plan

1.5 FIRE SAFETY

1.6 DISPOSITION OF MATERIALS

1.6.1 Salvageable Material

1.7 TESTS

1.8 WARRANTY OF CONSTRUCTION

1.8.1 Failures

1.9 CAMP FACILITIES

1.10 CONTRACTOR FURNISHED BOAT

1.11 OFF-SITE TRANSPORTATION

1.12 FURNISHINGS FOR GOVERNMENT FIELD OFFICE

1.12.1 Radio Communications

1.13 ACCOMMODATIONS FOR GOVERNMENT REPRESENTATIVES

1.14 PARTNERING

1.15 AM#1...NPDES...AM#1

1.16 SCHEDULING OF WORK

1.17 COORDINATION OF WORK

1.18 EQUIPMENT

1.19 HAUL ROADS, LOADING RAMPS, AND DOCKS

1.20 SURVEYS

1.20.1 Survey Equipment and Survey Plan

1.20.2 Survey Control

1.20.3 Quantity Computations and Cross-Section Drawings

1.20.4 Daily Soundings

1.20.5 Government-Furnished Data

1.20.6 Plan-View Drawings

1.20.7 Drawing Submittals

1.20.8 Field Notes

1.20.9 Monuments

1.20.10 Survey Procedures and Specifications

1.20.11 Accuracy

1.20.12 Certification

1.21 BLASTING

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

SECTION 01 19 40.00 29 Page 1

SECTION 01 19 40.00 29

SPECIAL ITEMS (CIVIL WORKS)

PART 1 GENERAL

1.1 SCOPE

Items included in this section cover special features and/or requirements which are not otherwise specified or indicated.

1.2 REFERENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 1110-2-1003 (Apr 2004) Engineering and Design - Hydrographic Surveying

EM 1110-1-1005 (Jan 2007) Engineering and Design - Control and Topographic Surveying

EM 385-1-1 (2008) Safety and Health Requirements Manual

AM#1...

TR-09-2 (2009; R4.0...AM#1) Architectural, Engineering, and Construction (A/E/C) CADD Standard AM#1...https://cadbim.usace.army.mil...AM#1

U.S. DEPARTMENT OF DEFENSE (DOD)

DOD Directive 4500.53 Operational Support Airlift (OSA)

Pub. L. 99-661 Commercial Airlift Public Law

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

40 CFR 122 EPA Administered Permit Programs: The National Pollutant Discharge Elimination System

1.3 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. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SECTION 01 19 40.00 29 Page 2

Government acceptance is required for submittals with a "G, A" designation.

SD-02 Shop Drawings

Pre-Construction Survey; G, A

Interim Condition Surveys; G, A

Post-Construction Survey; G, A

Cross sections; G Shall be provided with Pre-Construction, Interim Condition, Post-Construction

AM#1...Survey Plan...AM#1; G Hydrographic Survey Equipment Topographic Survey Equipment

1.4 ACCIDENT PREVENTION PLAN(APP)

The Contractor shall obtain the Contracting Officer's approval of the Accident Prevention Plan required by EM 385-1-1 prior to the start of any work at the project site.

1.4.1 Navigation Safety and Coordination Plan

The Contractor shall submit a Navigation Safety and Coordination Plan as part of the APP. This plan shall include but not be limited to temporary lights at night and/or marker buoys during construction, "Notice to Mariners" and coordination with local officials, and reference to applicable U.S. Coast Guard regulations for construction vessels as well as SECTION 19, Floating Plant and Marine Activities, of EM 385-1-1.

1.5 FIRE SAFETY

The Contractor shall obtain a permit from the organization having jurisdiction over the job site for any welding or open flame work.

1.6 DISPOSITION OF MATERIALS

Combustible and noncombustible waste material shall be disposed of off-site. No burning will be permitted.

1.6.1 Salvageable Material

Salvageable material, if not otherwise indicated, shall become the property of the Contractor. The value of such salvage shall be reflected in the contract price.

1.7 TESTS

The Contractor shall provide testing, except where specifically noted to be performed by the Government, in accordance with SECTION 01 45 04.00 29

CONTRACTOR QUALITY CONTROL.

1.8 WARRANTY OF CONSTRUCTION

a. In addition to any other warranties in this contract, the Contractor warrants, except as provided in subparagraph "i"

SECTION 01 19 40.00 29 Page 3 herein, that the work performed under this contract conforms to the contract requirements and is free of any defect of equipment, material, or design furnished, or workmanship performed by the Contractor or any subcontractor or supplier at any tier.

b. This warranty shall continue for a period of 1 year from the date of final acceptance of the work. If the Government takes possession of any part of the work before final acceptance, this warranty shall continue for a period of 1 year from the date the Government takes possession.

c. The Contractor shall remedy at the Contractor's expense any failure to conform, or any defect. In addition, the Contractor shall remedy at the Contractor's expense any damage to Government-owned or -controlled real or personal property, when that damage is the result of:

1. the Contractor's failure to conform to contract requirements;

or

2. any defect of equipment, material, workmanship, or design furnished.

d. The Contractor shall restore any work damaged in fulfilling the terms and conditions of this clause. The Contractor's warranty with respect to work repaired or replaced will run for 1 year from the date of repair or replacement.

e. The Contracting Officer will notify the Contractor, in writing, within a reasonable time after the discovery of any failure, defect, or damage.

f. If the Contractor fails to remedy any failure, defect, or damage within a reasonable time after receipt of notice, the Government shall have the right to replace, repair, or otherwise remedy the failure, defect, or damage at the Contractor's expense.

g. With respect to all warranties, expressed or implied, from subcontractors, manufacturers, or suppliers for work performed and materials furnished under this contract, the Contractor shall:

1. Obtain all warranties that would be given in normal commercial practice;

2. Require all warranties to be executed, in writing, for the benefit of the Government, if directed by the Contracting Officer;

and

3. Enforce all warranties for the benefit of the Government, if directed by the Contracting Officer.

h. In the event the Contractor's warranty under subparagraph "b" herein has expired, the Government may bring suit at its expense to enforce a subcontractor's, manufacturer's, or supplier's warranty.

i. Unless a defect is caused by the negligence of the Contractor or subcontractor or supplier at any tier, the Contractor shall not be liable for the repair of any defects of material or design

SECTION 01 19 40.00 29 Page 4 furnished by the Government nor for the repair of any damage which results from any defect in Government-furnished material or design.

j. This warranty shall not limit the Government's rights under the Inspection of Construction clause of this contract with respect to latent defects, gross mistakes, or fraud.

k. Defects in design or manufacture of equipment, specified by the Government on a "brand name and model" basis, shall not be included in this warranty. In this event, the Contractor shall require any subcontractors, manufacturers, or suppliers thereof to execute their warranties, in writing, directly to the Government.

1.8.1 Failures

Upon receipt of notice from the Government of failure of any part of warranted items during the warranty period, the affected part or parts shall be promptly replaced. Such replacement shall include furnishing and installing the necessary new part or parts, making all necessary repairs, restoring the affected item to the operating condition specified in this contract and making all such tests as are necessary to ensure that there are no remaining defects. Such tests shall be performed in the presence of representatives of the Using Agency indicated below. Upon final acceptance of the work or transfer of responsibility to the Government for operation and maintenance of the items covered, whichever is earlier, the Contractor shall be responsible to the Using Agency for the warranty provisions of this contract. A letter stating the applicable warranty provisions shall be furnished to the Contracting Officer in duplicate, in the format and text shown in the sample letter attached to this section.

U.S. Army Engineer District, Alaska P.O. Box 6898

Anchorage, Alaska 99506-6898

1.9 CAMP FACILITIES

There are no Government owned camp facilities at the job site for the Contractor's use.

AM#1...CONTRACTOR-FURNISHED VEHICLE

The Contractor shall provide and maintain a four-wheel-drive late model Blazer/Explorer-type vehicle at the job site, in good repair and approved by the Contracting Officer, for the use of the Government representatives regularly employed at the job site. The cost of providing the vehicle and fuel, oil, insurance, maintenance and repairs shall be borne by the Contractor and included in the contract price. The vehicle shall be in place by start of initial setup work at the job site and maintained through final cleanup. During any down time, an equal substitute vehicle shall be provided immediately....AM#1

1.10 CONTRACTOR FURNISHED BOAT

The Contractor shall provide and maintain a 20 foot welded aluminum type boat moored at the job site, in good repair and approved by the Contracting Officer, for the use of the Government representatives regularly employed at the job site. The boat shall have a center steering console and shall be equipped with a 25 horsepower outboard motor, an auto-bailer, all Coast Guard-required safety equipment, and a sonar locator unit with video

SECTION 01 19 40.00 29 Page 5 display showing depth, position, and full screen update. The cost of providing the boat and fuel, maintenance, and repairs shall be borne by the Contractor and included in the contract price. The boat shall be in place by start of initial setup work at the job site and maintained through final cleanup. During any downtime, an equal substitute boat shall be provided immediately.

1.11 OFF-SITE TRANSPORTATION

The Contractor shall provide round-trip transportation between Anchorage, Alaska and the job site for the Government field representative assigned to the project. The assigned representative will normally spend four continuous weeks at the job site and one week back in Anchorage, Alaska on an alternating basis. The Contractor shall also provide round-trip transportation for a temporary Government representative between Anchorage, Alaska and the project site for each of the one week periods. A minimum of two hours overlap shall be allowed on the job site for the regular and temporary representatives to brief each other. A baggage allowance of up to 140 pounds, plus one carry on bag, shall be included on each flight if air transportation is used. If charter aircraft are needed, they shall be DOD Commercial Airlift Review Board approved per Pub. L. 99-661 and DOD Directive 4500.53. If water transportation is used, craft and operator shall comply with all applicable Coast Guard requirements for commercial vessel operations. Dates and times of transportation shall be coordinated with the Contracting Officer.

1.12 FURNISHINGS FOR GOVERNMENT FIELD OFFICE

The Government field office specified in SECTION 01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS shall be furnished with one desk, one drawing layout table, three chairs, a four-drawer vertical or two-drawer lateral file cabinet, a plain paper FAX machine, a business telephone with answering machine, a portable copier with automatic document feed. The telephone and FAX machine shall have single party lines, different from each other, and separate from the Contractor's phone line(s). The Contractor shall provide a 1 MB DSL multiple connection with a CISCO PIX Box or equivalent connectivity through cable modem to be used by government employees to connect their laptop computers. The Contractor is encouraged to contact USACE-IT at 1-866-562-2348 for hook up requirements or assistance. The Contractor shall provide sufficient electrical outlets for all equipment. All costs shall be borne by the Contractor and included in the contract price, except that long distance charges incurred by the Government representative will be paid for by the Government upon arrangement with the Contracting Officer.

1.12.1 Radio Communications

The Contractor shall provide and maintain a two-way radio or radios for the Contracting Officer's Representative at the job site throughout the construction duration of on-site activities for communication with job personnel.

1.13 ACCOMMODATIONS FOR GOVERNMENT REPRESENTATIVES

The Contractor shall furnish suitable separate living facilities near the job site to be used as quarters for the Government representatives regularly employed at the job site, and located separately from the Contractor's area. Quarters furnished shall be equivalent in quality to the quarters furnished to the Contractor's supervisory personnel. The

SECTION 01 19 40.00 29 Page 6 facilities shall meet all prescribed safety, sanitation and health requirements. All costs shall be borne by the Contractor and included in the contract price. The facilities shall be subject to the approval of the Contracting Officer and shall meet or exceed the following requirements:

a. One house or modular-type housing unit, with the following:

b. Single rooms for two people, each equipped with dresser, nightstand, full-size bed with clean linen, blankets and pillows; each room to have at least 160 square feet of area.

c. A kitchen equipped with a range (vented hood), garbage disposal, microwave oven, refrigerator with freezer, and cooking and eating utensils.

d. A utility room equipped with clothes washer and dryer.

e. A day room equipped with chairs, couch, and a color television with clear reception of basic, locally available channels.

f. A private bathroom for each bedroom, with toilet, wash basin, and shower.

g. Daily maid and janitorial service; weekly linen service.

h. A telephone and answering machine with a single party line.

The Contractor shall furnish and install utilities, providing connections to service locations. Accommodations shall be in place and connected by start of initial setup work at the job site and maintained through final cleanup. All costs shall be borne by the Contractor and included in the contract price, except that long distance charges incurred by the Government representative will be paid for by the Government upon arrangement with the Contracting Officer.

1.14 PARTNERING

a. The Government intends to encourage the foundation of a cohesive partnership with the Contractor and its subcontractors. This partnership will be structured to draw on the strengths of each organization to identify and achieve reciprocal goals. The objectives are effective and efficient contract performance, intended to achieve completion within budget, on schedule, and in accordance with plans and specifications.

b. This partnership will be bilateral in makeup, and participation will be totally voluntary. Implementation of this initiative will be a topic of discussion at the Preconstruction Conference. Other recurring or special purpose meetings, as agreed between the Government and the Contractor, will be held as necessary to resolve contentious issues and maintain the partnering spirit.

1.15 AM#1...NPDES...AM#1

Work shall comply with 40 CFR 122 EPA National Pollutant Discharge Elimination System (AM#1...NPDES...AM#1 General Permit). See SECTION 01 57 34.00 29 STORMWATER POLLUTION PREVENTION MEASURES for additional specific requirements.

SECTION 01 19 40.00 29 Page 7

1.16 SCHEDULING OF WORK

See SPECIAL ENVIRONMENTAL REQUIREMENTS in SECTION 01 57 20.00 10

ENVIRONMENTAL PROTECTION.

Barges used in support of construction activities shall not remain on the beach for more than 13 consecutive days.

1.17 COORDINATION OF WORK

The Contractor shall be responsible for all coordination with the U.S.

Coast Guard and all concerned State and local interests regarding its activities, and also with any other contractors as specified in the CONTRACT CLAUSES. The Contractor shall keep advised of vessel traffic near the job site and conduct operations so that interference with vessels will not occur. The Contractor shall conduct its work and dispose of its plant and equipment in a manner that will minimize interference with other construction or operations at the job site. The Government does not guarantee unrestricted availability of the site. Upon completion of the work, the Contractor shall promptly remove its plant, including ranges, buoys, piles, and other temporary structures placed by it under the contract, in navigable waters or on shore.

1.18 EQUIPMENT

The following equipment schedule shall be completed by the Contractor and submitted within 10 days of receipt of Notice-to-Proceed. The Contractor shall keep equipment on the job sufficient to meet the requirements of the work. The equipment shall be in satisfactory operating condition and capable of safely and efficiently performing the work as set forth in the specifications and shall be subject to inspection by the Contracting Officer at all times. The equipment used shall be of a design and have characteristics similar to equipment which has been used successfully for a minimum of 3 years under similar conditions. It shall be the responsibility of the Contractor to prove this equipment has sufficient capacity to accomplish the work in a timely manner without damaging existing facilities or obstructing navigation.

a. Number. For equipment give identifying number or name.

b. Type. Under this heading give general description. Sufficient detailed information shall be furnished to properly delineate the proposed equipment and operation.

c. Capacity. Under this heading, state the estimated capacity of the plant and equipment in cubic yards or tons per day when working materials similar to those anticipated in the work. No reduction in the stated capacity of the plant and equipment employed on the work shall be made except by written permission of the Contracting Officer.

The measure of the "capacity of the plant and equipment" shall be its actual performance on the work.

PLANT AND EQUIPMENT SCHEDULE

(To Be Submitted as Indicated)

Minimum Plant To Be Used Number Type Capacity Manufacturer Age & Condition Location Value

SECTION 01 19 40.00 29 Page 8

PLANT AND EQUIPMENT SCHEDULE

Note: In preparing the above tabulation, the Contractor shall insert the necessary information under the appropriate heading, using a separate line for each major item and additional pages if necessary.

1.19 HAUL ROADS, LOADING RAMPS, AND DOCKS

The use of existing roads for hauling shall be coordinated with Federal, State and Local agencies. It shall be the Contractor's responsibility to acquire all permits and easements for use of existing roads and docks or for construction of new haul roads, loading ramps, and docks. Prior to construction of any haul road or use of existing roads, the Contractor shall submit to the Contracting Officer, for information, a haul road plan demonstrating that the road(s) will meet the safety requirements of EM 385-1-1. Upon completion of the project, the Contractor shall remove all haul roads, loading ramps, and docks it built within the project area, to the satisfaction of the Contracting Officer. Any temporary fill used for these facilities shall be removed and placed in an acceptable disposal area. Any existing access roads shall be left in as good condition as when work started.

AM#1...1.20 SURVEYS

The Contractor shall provide surveys through the use of an independent hydrographic surveying firm as specified in this section and in accordance with EM 1110-2-1003 and EM 1110-1-1005EM 1110-1-1005. The survey firm shall have the capability to plot the surveys by computer onto plan-view drawings. Cross sections for each survey shall be taken at 25- foot stations along the project control line. Elevations shall be taken at maximum 10-foot intervals along each 25-foot station perpendicular to the project control line and extending 10 feet beyond the toe of the revetment on the seaward side and to the construction boundary on the landward side.

Soundings and/or shots shall capture all breakpoints along the cross-section. Additional surveys shall be conducted as required to control the Contractor's operations and placement of materials. Provide the following surveys:

a. Pre-Construction Survey. A pre-construction survey, including quantity computations and cross-section drawings as described in this section, shall be conducted by the Contractor and accepted by the Government before the start of any construction activities, and prior to construction activities each season for multiyear projects. The pre-construction survey shall cover the extents of the construction limits. The Government will have 14 day to review the complete pre-construction survey.

b. Interim Condition Surveys. Interim Condition surveys shall be performed and submitted to the Contracting Officer's Representative to verify that the project is being constructed as defined in the contracting plans and specifications and as the basis for pay estimates. The Government's Quality Assurance Representative will have the right to request two additional interim surveys at any time, for any section of the project, at no additional cost to the Government. Interim Condition surveys shall depict each layer of material placed or removed. The cross-sections shall show each layer of material placed or removed, and shall be drawn as specified in this section. The cross-sections shall be plotted on paper and submitted to the Contracting Officer's Representative within 7 days of the

SECTION 01 19 40.00 29 Page 9 completion of each Interim Condition Survey.

c. Post-Construction Survey. The post-construction survey shall be conducted immediately following the completion of construction and shall be submitted to the Contracting Officer within 7 days of completion for acceptance by the Government. The post-construction survey shall cover the extents of the construction limits. If project placement or depths have not been attained, the Contractor shall place and/or remove the required material and a re-survey of the area shall be performed, except as otherwise provided if bedrock is encountered. This process shall be repeated at the Contractor's expense until the required project placement and/or depths have been achieved in accordance with the plans and specifications.

1.20.1 Survey Equipment and Survey Plan

The contractor shall submit a plan for approval to the Contracting Officer with details stating how the survey requirements contained in this specification will be executed. The Contractor shall provide information on field survey methods and survey control to be held and set. In addition, the Contractor shall provide the electronic horizontal positioning and recording/depth finding equipment to be used in the work demonstrating that it will provide surveys meeting all requirements of EM 1110-2-1003 for hydrographic surveying. The information provided shall include, as a minimum, the name, model and year of manufacture of the equipment, the electronic frequencies of the horizontal positioning and depth finding equipment, and the manufacturer's stated positioning accuracy and capability. Description of the equipment shall be submitted in writing to the Contracting Officer prior to starting work. Data acquisition performed by construction equipment will not be acceptable for any survey submittals. In addition, the Contractor shall provide proof that the vessel to be used is safe and suitable for operation in the waters in which the work is to be performed, and that experienced staff will be used for operation of the vessel as well as the positioning and recording/depth finding equipment.

Some but not all of this issues that need to be addressed include:

a. Name and qualifications of independent third party survey firm tasked with conducting survey.

b. Qualifications and proposed personnel that will be on-site during construction of the revetment.

c. Means and methods of delivering surveys within the time-frames specified (i.e. will survey personnel be able to produce paper drawings and quantity calculations for interim condition surveys at the project site.

1.20.2 Survey Control

All horizontal and vertical control shall originate from and end on existing information as provided by the Alaska District Corps of Engineers.

1.20.3 Quantity Computations and Cross-Section Drawings

The topographicsurveyor and/or hydrographic surveyor shall provide quantity computations, using surveys as specified, showing quantities removed or placed. In addition, the topographic surveyor and/or hydrographic surveyor shall furnish cross-sections and quantities for each 25 foot baseline

SECTION 01 19 40.00 29 Page 10 station increment across the project area. Side slope, project depth, and maximum payline and the design template shall also be shown on the same axis using different line types for the material placed and the template.

Quantities placed or removed outside the applicable tolerance shall be computed and deducted from the total quantity placed or removed.

Cross-sections shall be submitted as drawings and as data files along with all supporting data on compact disc, in conformance with ERDC/ITLTR-09-2 Architect Engineering and Construction (AEC) CAD Standard (most current version) in .DXF and .DWG formats capable of reproducing the complete plotted cross-section drawings. All drawings shall be in the latest version of AutoCAD available. Scale shall be at a minimum 1:20 vertical and 1:20 horizontal. Horizontal and vertical scales shall be equivalent.

In addition to the cross-section data files, the surveyor(s) shall submit an edited and tide corrected COGO point file representing the horizontal and vertical data from their survey (s). All quantity, digital terrain surface and cross-section materials shall be furnished to the Contracting Officer within seven (7) days after completion of the survey.

1.20.4 Daily Soundings

During excavation the Contractor shall perform soundings on a daily basis.

The soundings shall be conducted on a 25-foot grid system covering the work area. The soundings shall be recorded by the Contractor on a scaled project drawing and shall be submitted to the Contracting Officer, along with the sounding data, on a daily basis. Such information shall be used to aid in determining quantities of material removed during subsequent excavation should no hydrographic survey information be available due to adverse weather conditions. No additional payment will be made for the Contractor to perform required survey soundings.

1.20.5 Government-Furnished Data

The Contracting Officer will provide the Contractor with a compact disc containing data capable of producing a basic survey contract drawing, complete with area map, borders, title block, and miscellaneous information, in AutoCAD 2004 compatible .DWG format.

1.20.6 Plan-View Drawings

The hydrographic surveyor shall reduce soundings to the nearest one-tenth of a foot and plot them onto plan-view drawings computer-generated in the latest version of AutoCAD. Soundings shall be recorded and plotted at 25-foot intervals on a grid that covers the project area. Intermediate soundings shall be recorded and plotted where hydrographic anomalies or obstacles of 3 feet or greater are encountered. All pertinent title block information shall be printed within the block. Any information found in error on the Government-furnished drawings, such as vicinity maps, notes, shorelines, floats, docks, navigational aids, control coordinates, etc., shall be eradicated and replaced with accurate data as it becomes known.

1.20.7 Drawing Submittals

Each drawing shall contain all pertinent data, computer plotted accurately at the above spacing. The survey drawings shall be signed, dated and stamped or certified by a Professional Land Surveyor licensed in the State of Alaska and/or ACSM certified hydrographic surveyor, and the Contractor, complete and ready for Government review and signatures. All electronic deliverables shall conform to ERDC/ITL TR-09-2 AEC CAD Standard (most current version). Survey drawings shall also be submitted on compact disc

SECTION 01 19 40.00 29 Page 11 as specified above, capable of reproducing the complete plotted survey drawings. Two full-size preliminary paper copies of drawings and two copies of the electronic survey files on compact disk, including the final as-built (Post-Construction Survey), shall be submitted within seven (7) days after completion of any survey for review by the Contracting Officer.

Final record drawings shall be submitted as discussed in Section 01 78 00 and shall include a digital set of as built drawings stamped by a Professional Land Surveyor licensed in the State of Alaska or certified by an ACSM certified hydrographic surveyor submitted in a .pdf format.

1.20.8 Field Notes

Upon completing a survey, quantity calculations, cross-sections and drawings, the Contractor shall submit the originals of all field notes, notebooks, fathometer scrolls and all other records relating to the survey or to the layout of the work, to the Contracting Officer, who will use them as necessary to determine the amount of progress for payment. The Contractor shall retain copies of all such material furnished to the Contracting Officer.

1.20.9 Monuments

Protect established survey monuments from accidental removal caused by earth movement activities and operating heavy equipment near the monuments. Should monuments be required to be established, due to disturbance, destroyed within site cleanup area, or lack of control monuments at the site, procedures for installations shall follow guidelines described in EM 1110-1-1005. If, during the performance of the work, the Contractor removes, disturbs or destroys previously set brass or aluminum survey caps, the survey caps shall be reinstated by the Contractor at its expense.

1.20.10 Survey Procedures and Specifications

The use of Global Positioning System (GPS) shall follow guidelines delineated in EM 1110-2-1003. The use of conventional survey systems (total station, etc.) shall follow procedural guidance and specifications in EM 1110-1-1005.

1.20.11 Accuracy

All surveys for layout, intermediate conditions, and final as-built conditions shall conform to the most current USACE Engineering manuals, EM 1110-2-1003 for class I survey and standard third order traverse requirements as specified in EM 1110-1-1005.

1.20.12 Certification

All survey work shall be performed by or under the direct supervision of a professional land surveyor licensed in the State of Alaska. The surveyor shall document at least three years of experience in hydrographic surveying on navigable channels as party chief or responsible surveyor in charge, and have a current land surveyor's certificate. A current American Congress for Surveying and Mapping (ACSM) hydrographic certification is required.

...AM#1

1.21 BLASTING

No in-water blasting will be allowed.

SECTION 01 19 40.00 29 Page 12

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

SECTION 01 19 40.00 29 Page 13

S A M P L E L E T T E R

Contracting Officer Date__________________ Address (as stated in Notice of Award)

SUBJECT: Warranty Provisions, Contract

GENTLEMEN:

This is to acknowledge our responsibility in connection with the warranty provisions of this contract as set forth in the contract specifications.

The following items, equipment or systems furnished or installed under this contract are hereby warranted against defective design, material and workmanship for a period as indicated:

Warranted Item, Identification Warranty Expires at Equipment or System Serial Number, Etc. 11:59 PM Std. Time

Upon receipt of notice from the Government of failure of any part or parts of the warranted item, equipment, or system during the warranty period, the affected part or parts will be replaced promptly with new parts. Such replacement will include furnishing and installing the new part or parts, making all necessary repairs, restoring the item, equipment, or system to the operating condition specified in this contract and making all such tests as are necessary to ensure that there are no remaining defects. Such tests will be performed in the presence of the Representative of the Using Agency indicated below.

We are responsible to ______________________________________ for the warranty provisions of this contract. Correspondence regarding the failure of any of the preceding items, equipment or systems covered by the warranty provisions of this contract should be addressed to:

___________________________________ Telephone Number:

Very truly yours, Signed: ________________________________________ Title: _________________________________________ Organization: __________________________________

SECTION 01 19 40.00 29 Page 14

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00.00 10

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 LUMP SUM PAYMENT ITEMS

1.1.1 Mobilization and Demobilization

1.1.1.1 Payment

1.1.1.2 Unit of Measure

1.1.2 Partnering Session

1.1.2.1 Payment

1.1.2.2 Unit of Measure

1.1.3 AM#1...Deleted test...AM#1Construct drainage diversion

1.1.3.1 Payment

1.1.3.2 Unit of Measure

1.2 UNIT PRICE PAYMENT ITEMS

1.2.1 Harbor basin excavation

1.2.1.1 Payment

1.2.1.2 Measurement

1.2.1.3 Unit of Measure

1.2.2 AM#1...

1.2.3 Seeding

1.2.3.1 Payment

1.2.3.2 Measurement

1.2.3.3 Unit of Measure

1.2.4 Excavate Potentially Contaminated Soil with Debris

1.2.4.1 Payment

1.2.4.2 Measurement

1.2.4.3 Unit of Measure

1.2.5 Dispose of Contaminated Soil

1.2.5.1 Payment

1.2.5.2 Measurement

1.2.5.3 Unit of Measure

1.2.6 Option item: Excavate potentially contaminated soil with debris

1.2.6.1 Payment

1.2.6.2 Measurement

1.2.6.3 Unit of Measure

1.2.7 Option item: Dispose of contaminated soil

1.2.7.1 Payment

1.2.7.2 Measurement

1.2.7.3 Unit of Measure

1.2.8 Option Item: Construct harbor filter material

1.2.8.1 Payment

1.2.8.2 Measurement

1.2.8.3 Unit of Measure

1.2.9 Option Item: Construct harbor slope protection rock

1.2.9.1 Payment

1.2.9.2 Measurement

1.2.9.3 Unit of Measure

SECTION 01 22 00.00 10 Page 1

1.2.10 Option Item: Entrance channel excavation

1.2.10.1 Payment

1.2.10.2 Measurement

1.2.10.3 Unit of Measure

1.2.11 Option Item: Construct breakwater armor rock

1.2.11.1 Payment

1.2.11.2 Measurement

1.2.11.3 Unit of Measure

1.2.12 Option Item: Construct breakwater B rock

1.2.12.1 Payment

1.2.12.2 Measurement

1.2.12.3 Unit of Measure

1.2.13 Option Item: Construct breakwater core rock

1.2.13.1 Payment

1.2.13.2 Measurement

1.2.13.3 Unit of Measure

1.2.14 AM#1...

1.2.15 Option Item: Seeding

1.2.15.1 Payment

1.2.15.2 Measurement

1.2.15.3 Unit of Measure

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

SECTION 01 22 00.00 10 Page 2

SECTION 01 22 00.00 10

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 LUMP SUM PAYMENT ITEMS

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

1.1.1 Mobilization and Demobilization

1.1.1.1 Payment

Payment will be made for costs associated with mobilization and demobilization, as defined in Contract Clause 252.236-7004 PAYMENT FOR

MOBILIZATION AND DEMOBILIZATION.

1.1.1.2 Unit of Measure

Unit of measure: lump sum.

1.1.2 Partnering Session

1.1.2.1 Payment

Payment will include a maximum of fifty percent (50%) of the total lump sum price for conducting a partnering session or $10,000, whichever is less.

1.1.2.2 Unit of Measure

Unit of measure: lump sum.

1.1.3 AM#1...Deleted test...AM#1Construct drainage diversion

1.1.3.1 Payment

Payment will be made for all costs associated with constructing the drainage diversion to include survey, excavation, placement of filter fabric, and rock

1.1.3.2 Unit of Measure

Unit of measure: lump sum.

SECTION 01 22 00.00 10 Page 3

1.2 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 PROPOSAL 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, surveys, and for performing all work required for each of the unit price items.

1.2.1 Harbor basin excavation

1.2.1.1 Payment

Payment will be made for costs associated with excavation of the harbor and AM#1...bench...AM#1 excavation areas, which includes performing required excavation and other operations incidental thereto including preconstruction, post construction, and interim surveys, any additional surveys needed for construction, construction of disposal stockpiles within Government-furnished disposal areas, AM#1...basin bench construction...AM#1 disposition of excess excavated material, man-made debris and unsuitable and frozen materials, and decommissioning or removal of monitoring wells as specified.

1.2.1.2 Measurement

The total quantity of excavated material for which payment will be made will be the measured quantity between the ground surface as determined by a survey and the grade and slope of the excavated area as determined by a survey. Quantities shall be determined using a TIN surface to TIN surface computation AM#1...Deleted text...AM#1 for each survey. No allowance will be made for overdepth excavation outside of the defined tolerance or for the removal of any material outside the required slope lines unless authorized.

1.2.1.3 Unit of Measure

Unit of measure: cubic yard.

1.2.2 AM#1...Deleted text...AM#1

1.2.3 Seeding

1.2.3.1 Payment

Payment will be made for costs associated with seeding the portion of the disposal areas indicated, which includes preconstruction, post construction, and interim surveys, any additional surveys needed for construction, surface preparation, providing and placing topsoil, seeding indicated areas, providing and placement of erosion control material, watering, and maintenance of seeded areas through contract completion.

1.2.3.2 Measurement

The total area of seeding for which payment will be made will be the measured area of established turf as determined by the post construction survey. No allowance will be made for damaged turf areas or for turf established outside of the defined disposal areas.

SECTION 01 22 00.00 10 Page 4

1.2.3.3 Unit of Measure

Unit of measure: square yard.

1.2.4 Excavate Potentially Contaminated Soil with Debris

1.2.4.1 Payment

Payment will be made for costs associated with excavation of the identified potentially contaminated soil at locations identified on the contract drawings, and other operations incidental thereto, to include preconstruction, post construction, and interim surveys, any additional surveys needed for construction, field screening excavated soil, segregating the contaminated soil from the uncontaminated soil, disposing the uncontaminated soil and miscellaneous debris encountered, stockpiling the contaminated soil in accordance with contract specifications, construction of containment stockpiles within Government-furnished disposal areas, and backfilling, top soiling, and seeding the excavated areas.

1.2.4.2 Measurement

The total quantity of excavated material for which payment will be made will be the measured quantity between the ground surface as determined by a survey and the grade and slope of the surveyed cross sections. No allowance will be made for overdepth excavation outside of the defined tolerance or for the removal of any material outside the required slope lines unless authorized.

1.2.4.3 Unit of Measure

Unit of measure: cubic yard

1.2.5 Dispose of Contaminated Soil

1.2.5.1 Payment

Payment will be made for costs associated with disposal of the contaminated soil, and other operations incidental thereto, to include AM#1...surveys of the contaminated soil stockpile and...AM#1 any additional surveys needed for construction, characterization of the soil in accordance with the contract specifications, packaging, transportation and off island disposal.

1.2.5.2 Measurement

The total quantity of contaminated soil for disposal for which payment will be made will be the measured quantity between the ground surface as determined by a survey and the grade and slope of the surveyed cross sections.

1.2.5.3 Unit of Measure

Unit of measure: cubic yard

SECTION 01 22 00.00 10 Page 5

1.2.6 Option item: Excavate potentially contaminated soil with debris

1.2.6.1 Payment

Payment will be made for costs associated with excavation of the identified potentially contaminated soil at locations identified on the contract drawings, and other operations incidental thereto, to include preconstruction, post construction, and interim surveys, any additional surveys needed for construction, field screening excavated soil, segregating the contaminated soil from the uncontaminated soil, disposing the uncontaminated soil and miscellaneous debris encountered, stockpiling the contaminated soil in accordance with contract specifications, construction of containment stockpiles within Government-furnished disposal areas, and backfilling, top soiling, and seeding the excavated areas.

1.2.6.2 Measurement

The total quantity of excavated material for which payment will be made will be the measured quantity between the ground surface as determined by a survey and the grade and slope of the surveyed cross sections. No allowance will be made for overdepth excavation outside of the defined tolerance or for the removal of any material outside the required slope lines unless authorized.

1.2.6.3 Unit of Measure

Unit of measure: cubic yard

1.2.7 Option item: Dispose of contaminated soil

1.2.7.1 Payment

Payment will be made for costs associated with disposal of the contaminated soil, and other operations incidental thereto, to include survey of the contaminated soil stockpile, characterization of the soil in accordance with the contract specifications, packaging, transportation and off island disposal.

1.2.7.2 Measurement

The total quantity of contaminated soil for disposal for which payment will be made will be the measured quantity between the ground surface as determined by a survey and the grade and slope of the surveyed cross sections.

1.2.7.3 Unit of Measure

Unit of measure: cubic yard

1.2.8 Option Item: Construct harbor filter material

1.2.8.1 Payment

Payment will be made for costs associated with operations necessary for the furnishing, testing, transporting, stockpiling (if applicable), and placement of the harbor filter material as specified and other operations incidental thereto, to include preconstruction, post construction, and interim surveys, and any additional surveys needed for construction.

SECTION 01 22 00.00 10 Page 6

1.2.8.2 Measurement

Measurement by the cubic yard shall be computed as the measured quantity between the AM#1...original surface before performance of the work...AM#1 as determined by a survey and the grade and slope of the filter material as determined by a survey. Quantities shall be determined using a TIN surface to TIN surface computation AM#1...Deleted text...AM#1 for each survey.

Measurement shall be made to the original surface before performance of work and to the finished surface at the lines and elevations shown on the drawings after completion of work. The measurement shall not include the volume of any work performed prior to the taking of elevations and measurements of undisturbed grade. No allowance will be made in computing for settlement of lower courses and of natural ground, which settlement shall be anticipated by the Contractor as a job condition.

1.2.8.3 Unit of Measure

Unit of measure: cubic yard.

1.2.9 Option Item: Construct harbor slope protection rock

1.2.9.1 Payment

Payment will be made for costs associated with operations necessary for the furnishing, testing, transporting, stockpiling (if applicable), and placement of the harbor slope protection rock as specified and, other operations incidental thereto, to include preconstruction, post construction, and interim surveys, and any additional surveys needed for construction.

1.2.9.2 Measurement

Measurement by the cubic yard shall be computed as the measured quantity between the AM#1...original surface before performance of the work...AM#1 as determined by a survey and the grade and slope of the harbor slope protection rock as determined by a survey. Quantities shall be determined using a TIN surface to TIN surface computation AM#1...Deleted text...AM#1 for each survey. Measurement shall be made to the original surface before performance of work and to the finished surface at the lines and elevations shown on the drawings after completion of work. The measurement shall not include the volume of any work performed prior to the taking of elevations and measurements of undisturbed grade. No allowance will be made in computing areas for settlement of lower courses and of natural ground, which settlement shall be anticipated by the Contractor as a job condition.

1.2.9.3 Unit of Measure

Unit of measure: cubic yard.

1.2.10 Option Item: Entrance channel excavation

1.2.10.1 Payment

Payment will be made for costs associated with excavation of the entrance channel which includes performing required excavation and other operations incidental thereto including preconstruction, post construction, and interim surveys, any additional surveys needed for construction, construction of disposal stockpiles within Government-furnished disposal areas, disposition of excess excavated material, man-made debris and

SECTION 01 22 00.00 10 Page 7 unsuitable and frozen materials, and decommissioning or removal of monitoring wells as specified.

1.2.10.2 Measurement

The total quantity of excavated material for which payment will be made will be the measured quantity between the ground surface as determined by a survey and the grade and slope of the excavated area as determined by a survey.

Quantities shall be determined using a TIN surface to TIN surface computation AM#1...Deleted text...AM#1 for each survey. No allowance will be made for overdepth excavation outside of the defined tolerance or for the removal of any material outside the required slope lines unless authorized.

1.2.10.3 Unit of Measure

Unit of measure: cubic yard.

1.2.11 Option Item: Construct breakwater armor rock

1.2.11.1 Payment

Payment will be made for costs associated with operations necessary for the furnishing, testing, transporting, stockpiling (if applicable), and placement of the armor rock as specified and, other operations incidental thereto, to include construction of the navigational aids, installation of spill containment eye bolts, preconstruction, post construction, and interim surveys, and any additional surveys needed for construction.

1.2.11.2 Measurement

Measurement by the cubic yard shall be computed as the measured quantity between the AM#1...original surface before performance of the work...AM#1 ground surface as determined by a survey and the grade and slope of the armor rock as determined by a survey. Quantities shall be determined using a TIN surface to TIN surface computation AM#1...Deleted text...AM#1for each survey. Measurement shall be made to the original surface before performance of work and to the finished surface at the lines and elevations shown on the drawings after completion of work. The measurement shall not include the volume of any work performed prior to the taking of elevations and measurements of undisturbed grade. No allowance will be made in computing areas for settlement of lower courses and of natural ground, which settlement shall be anticipated by the Contractor as a job condition.

1.2.11.3 Unit of Measure

Unit of measure: cubic yard.

1.2.12 Option Item: Construct breakwater B rock

1.2.12.1 Payment

Payment will be made for costs associated with operations necessary for the furnishing, testing, transporting, stockpiling (if applicable), and placement of the B rock as specified and, other operations incidental thereto, to include preconstruction, post construction, and interim surveys, and any additional surveys needed…