Plans and Specs.pdf

CERTIFIED FINAL - RTA

W912P421B0003

ASHTABULA, OHIO

ASHTABULA HARBOR

SECTION 204 - NEW SUBMERGED BREAKWATER

PLANS AND SPECIFICATIONS

03 DECEMBER 2020

ASTHABULA 204 PROJECT CERTIFIED FINAL - RTA

FY21ASH204 W912P421B0003

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 22 00 PRICE AND PAYMENT PROCEDURES

01 32 16 CONSTRUCTION PROGRESS DOCUMENTATION

01 33 00 SUBMITTAL PROCEDURES

01 35 13 SPECIAL PROJECT PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00 QUALITY CONTROL

01 45 00.15 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 78 00 CLOSEOUT SUBMITTALS

DIVISION 31 - EARTHWORK

31 00 00 PROJECT SURVEYS

31 05 22 GEOTEXTILE USED AS A FILTER

31 32 23 SUBMERGED BREAKWATER

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1000 12/03/20

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

08/15

PART 1 GENERAL

1.1 LOCATION

1.2 WORK REQUIRED

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 11 00 Page 1001

SECTION 01 11 00

SUMMARY OF WORK

08/15

PART 1 GENERAL

a. This section is intended for the sole purpose of providing a general description of the major items of work to be performed. Any omission from this section will not relieve the Contractor from performing any work required. Specific requirements for performing the work are provided in the other sections of the specifications.

b. Some of the work will require submittals that require Government approval before the work may be started. This includes, but is not limited to, various plans, including safety, indicating how the work will be accomplished.

1.1 LOCATION

The project is located in Ashtabula Harbor, Ashtabula, Ohio. The work limits are outside the Federal Channel limits on the Eastern end of the channel.

1.2 WORK REQUIRED

a. The project is building a submerged breakwater approximately 1,500' long, using two different design cross-sections.

b. The general requirements for the project consists of the following items below. The items listed below are not in the required order of the work.

See section 01 35 13 SPECIAL PROJECT PROCEDURES.

(1) Performing a survey before the placement of bedding stone.

(2) Performing probings with recording the data. This data will be used to determine the exact location of the transition area.

(3) Placement of bedding stone and grading to the required top surface shown, tracking the quantity placed using the Government-provided form, performing an after survey, calculating if additional bedding stone is required, and if required, placing additional stone and performing an additional survey.

(4) Placement of armor stone to the design shown, performing an after survey, after a waiting period, performing another survey, placing additional armor stone. This will vary by Reach.

(5) Placing bedding stone as chinking stone on the eastern slope as shown.

(6) Placing geotextile on the same eastern slope and onto a portion of the original bedding stone placed.

(7) Placing underlayer stone on the geotextile.

c. Multiple surveys with various types of data file submissions will be

SECTION 01 11 00 Page 1002 required. Digital Terrain Models (DTMs) are required for each submittal.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 11 00 Page 1003

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00

PRICE AND PAYMENT PROCEDURES

01/17

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 SINGLE JOB PAYMENT ITEMS

1.3.1 Mobilization and Demobilization

1.3.1.1 Payment

1.3.1.2 Unit of Measure

1.3.2 Record (As-built) Drawings

1.3.2.1 Payment

1.3.2.2 Unit of Measure

1.3.3 Probings

1.3.3.1 Payment

1.3.3.2 Unit of Measure

1.3.4 Bedding Stone as Chinking Stone

1.3.4.1 Payment

1.3.4.2 Unit of Measure

1.4 UNIT PRICE PAYMENT ITEMS

1.4.1 Initial Before and Final After Surveys

1.4.1.1 Payment

1.4.1.2 Measurement

1.4.1.3 Unit of Measure

1.4.2 Geotextile

1.4.2.1 Payment

1.4.2.2 Measurement

1.4.2.3 Unit of measure

1.4.3 Stone

1.4.3.1 Payment

1.4.3.2 Measurement

1.4.3.2.1 Method of Determining Weight with Delivery by Vessel or

Barge

1.4.3.2.1.1 Displacement Gauges

1.4.3.2.1.2 Gauging Tables

1.4.3.2.1.3 Reading of Draft Gauges

1.4.3.2.1.4 Uniform Loading

1.4.3.2.1.5 Readings in Still Water

1.4.3.2.1.6 Leaks

1.4.3.2.1.7 Variations During Unloading Operations

1.4.3.2.1.8 Carrier Designations

1.4.3.2.1.9 Verification of Measurements

1.4.3.2.1.10 Carriers Not Measured

1.4.3.2.2 Method of Determining Weight with Delivery by Truck

1.4.3.2.2.1 Scales

1.4.3.2.2.2 On-Site Scales and Weigh Scale Certification

1.4.3.2.3 Determination of Excess Armor Stone

1.4.3.2.4 Surveys for Excess Volume

SECTION 01 22 00 Page 1004

1.4.3.3 Unit of Measure

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

-- End of Section Table of Contents --

SECTION 01 22 00 Page 1005

SECTION 01 22 00

PRICE AND PAYMENT PROCEDURES

01/17

PART 1 GENERAL

1.1 REFERENCES

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

NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY (NIST)

NIST HB 44 (2020) Specifications, Tolerances, and Other Technical Requirements for Weighing and Measuring Devices

1.2 SUBMITTALS

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

submittals not having a "G" designation are for information only. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-03 Product Data

Weigh Scale Certification; G,AO

Weight Certificates

Bill of Lading

Displacement Gauges; G,AO

Gauging Tables; G,AO

On-Site Scales; G,AO

1.3 SINGLE 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.

All costs for items of work, which are not specifically mentioned to be included in a particular job or unit price payment item, are included in the listed job item most closely associated with the work involved. The job price and payment made for each item listed constitutes 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 provided.

1.3.1 Mobilization and Demobilization

1.3.1.1 Payment

Payment will be made for costs associated with any and all mobilization/demobilization activities. This covers all base bid and

SECTION 01 22 00 Page 1006 option line items.

1.3.1.2 Unit of Measure

Unit of measure: job (JA).

1.3.2 Record (As-built) Drawings

1.3.2.1 Payment

Payment will be made for costs associated with the base bid line item "Record (As-built) Drawings" as required in section 01 78 00 CLOSEOUT SUBMITTALS. This includes the cost of all labor, equipment, and any other items not listed, to obtain all photographs and videos.

1.3.2.2 Unit of Measure

Unit of measure: job (JA).

1.3.3 Probings

1.3.3.1 Payment

Payment will be made for all costs associated with performing the probings, collecting the data, submitting the data as required, and any other miscellaneous items required and not specifically stated.

1.3.3.2 Unit of Measure

Unit of measure: job (JA).

1.3.4 Bedding Stone as Chinking Stone

1.3.4.1 Payment

Payment will be made for all costs associated with furnishing the bedding as required and any other miscellaneous items required and not specifically stated. This includes performing a survey and all submittals associated with the survey. No payment will be made for any bedding stone not properly placed.

1.3.4.2 Unit of Measure

Unit of measure: job (JA).

1.4 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 constitutes full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, safety requirements, tests and reports, and for performing all work required for each of the unit price items.

SECTION 01 22 00 Page 1007

1.4.1 Initial Before and Final After Surveys

1.4.1.1 Payment

a. Payment will be made for all costs associated with the performing the surveys listed below. This includes all cost for processing the data and making all the required submittals required. The submittals required for the 'Final After Survey' will be paid under the line item 'Record (As-built) Drawings'.

a. Before Survey of Entire Work Area

b. Final After Survey

b. The Government will consider each survey as covering both Reaches. No separate payments will be made if the surveys are performed by individual Reach.

1.4.1.2 Measurement

Measurement for the surveys will be for a single survey for each line item.

1.4.1.3 Unit of Measure

Unit of measure: each (EA).

1.4.2 Geotextile

1.4.2.1 Payment

Payment will be made for all costs associated for "Geotextile", which includes providing the geotextile, and performing all operations required to complete the work as specified, and as shown. The following items are included in the contract unit price and will not be counted a second time in the process of determining the extent of geotextile placed: Material and associated equipment and operation used in laps, seams, or extra length; securing pins and associated material, equipment, and operations.

No payment will be made for geotextiles replaced because of waste, contamination, damage, repair, or due to Contractor fault or negligence.

1.4.2.2 Measurement

Installed geotextile will be measured for payment in place to the nearest square yard of area as delineated in the drawings.

1.4.2.3 Unit of measure

Unit of measure: square foot.

1.4.3 Stone

Payment will be made for costs associated for all costs, to include, but not limited to, furnishing, transporting, stockpiling (if applicable), and placing the stone.

SECTION 01 22 00 Page 1008

1.4.3.1 Payment

Payment will be made at the contract unit price ton for the following line items, which will constitute full compensation for providing all plant, labor, and materials, and performing all operations required to complete the work as specified herein, and as shown on the drawings. This includes the cost of all surveys related to stone placement. Provide stone materials consisting of new quarried materials.

___ Bidding Schedule Designation _ __

a. CLINs for Reach 1-Sta. 0+00 to 4+00, and including Transition Area Sta.

4+00 to 5+00

(1) Initial Bedding Stone

(2) Initial Armor Stone

(3) Underlayer Stone on Geotextile

(4) Placement of Additional Bedding Stone

(5) Placement of Additional Armor Stone

b. If the Transition Area is moved down station from Sta. 4+00

(1) Additional Bedding Stone

(2) Additional Underlayer Stone

(3) Additional Armor Stone

b. CLINs for Reach 2 - Sta. 5+00 to 14+50+/-

(1) Initial Bedding Stone

(2) Initial Armor Stone

(3) Underlayer Stone on Geotextile

(4) Placement of Additional Bedding Stone

(5) Placement of Additional Armor Stone

1.4.3.2 Measurement

Stone will be measured for payment by the ton (2,000 pounds) by weighing each truckload to the nearest 0.1 ton, and the final quantity of the whole sum will be rounded to the nearest whole ton. Surveys will not be used for measurement purposes other than to determine excess quantities to deduct from payment. The stone will be measured for payment by being weighed on approved scales before being placed in the work. Quarry weights will not be accepted. Use scales of sufficient length to permit simultaneous weighing all axle loads. Use scales that are inspected, tested and sealed as directed to assure accuracy with 0.5 percent throughout the range of the scales. If scales located at the site of the work are used, certify as to accuracy by an acceptable scales company representative prior to weighing any stone. Scales will be checked and certified before stone hauling and rechecked and recertified whenever a variance is suspected. The Contractor

SECTION 01 22 00 Page 1009 is responsible for furnishing the scales. If commercial scales are readily available in close proximity 10 miles of site of work, the Contracting Officer may approve the use of the scales. Weigh any stone in the presence of the Contracting Officer or the Contracting Officer's appointed Government representative.. The Contracting Officer may elect to accept certified weight certificates furnished by a public weighmaster in lieu of scale weights at the jobsite. New stone materials will be measured for payment will be by the ton (2,000 pounds) of material acceptably placed in the work, determined by carrier displacement or certified scale weight tickets, as approved by the Contracting Officer. Material placed beyond the tolerance limits will not be paid for. Any length of repair not completed for all types of stone specified will not be paid for. The method of determining the quantity of material placed beyond tolerance limits will be made in accordance with paragraph, "Determination of Excess Stone" Any material wasted or used by the Contractor for other purposes and any material not placed in the required work in accordance with the requirements of the specifications and drawings will not be measured or paid for.

1.4.3.2.1 Method of Determining Weight with Delivery by Vessel or Barge

Include the Bill of Lading with every vessel or barge loaded at a quarry indicating the origin, specific type of stone and draft/freeboard readings on the vessel or barge. Only one type of stone will be allowed per vessel or barge.

1.4.3.2.1.1 Displacement Gauges

If stone is delivered by vessel or barge, the carrier, prior to use in connection with this work, be fitted by the Contractor at its own expense with gauges or such other facilities for determining displacement as may be required by, or be satisfactory to, the Contracting Officer. Do not use for this work carriers, which owing to their model or other cause cannot be accurately gauged for displacement. Use gauges graduated to the tenth of a foot, or to other suitable unit approved by the Contracting Officer. Use six gauges located as follows: two near each end on opposite sides and two amidship on opposite sides. Attach the gauges solidly to the hull itself, and wherever practicable, locate gauges inside the hull. If located inside the hull, make provisions for the free passage of the outside water to a vertical tube and for the ready measurement of the depth of the water within the tube. If located outside on wood hulls, protect gauges by solid fenders or be recessed into the planking, or if on steel hulls, the gauge marks may be placed directly on the plates and identified by punch marks.

Place gauges so that their zeros are below water when the carrier is in its normal trim, light and free from water. The installation of the gauges are subject to the approval of the Contracting Officer. Allow the Contracting Officer to be present at the installation of gauges and notify them a minimum of five (5) days prior to installation of gauges.

1.4.3.2.1.2 Gauging Tables

To facilitate the determination of the weight of each load, employ a gauging table prepared by an accredited agent satisfactory to the Contracting Officer for each carrier. Present the gauging table to show the cargo weight, in tons of 2,000 pounds, for each unit of measurement of the draft. If the lines of the carrier are such that the cubic feet of displacement for each measured unit of draft can be accurately calculated, base the gauging table upon the data, using 62.4 pounds as the weight of on cubic foot of water. If the lines of the carrier to be gauged are such as

SECTION 01 22 00 Page 1010 to render impracticable the preparation of the gauging table by the above described method, determine the weight for each unit of draft by measurement of displacement by actually loading stone of known weight.

Enter the weight thus obtained in the table for use in subsequent gauging.

If alterations are made in any carrier which will affect the accuracy of the gauging table, after it has been prepared, or if otherwise deemed necessary at any time by the Contracting Officer, remeasure the carrier and prepare a new gauging table. Furnish such labor and material as may be required in collecting data for the preparation of gauging tables. Include the cost of the labor and material so furnished in the contract unit price per ton for the items as applicable. Existing stone placed in lieu of new stone is excluded from measurement for payment for new stone.

1.4.3.2.1.3 Reading of Draft Gauges

Obtain readings to determine the draft before and after unloading. Use the difference in tonnage found between loaded and light, to determine the net weight to be paid. Determine the draft from the average of all six readings, weighting the readings of the middle gauges at double those of the end gauges. (G1 + G2 + 2xG3 + 2xG4 + G5 + G6) divided by 8 = average draft. At all draft readings the Contracting Officer is required to be present.

1.4.3.2.1.4 Uniform Loading

Load the carrier so as to cause uniform submergence. Load the carrier so that the increase in draft on the middle gauges, as a result of the load, does not differ by more than 0.5 feet from each other and any bow gauges and any stern gauges do not differ more than 1.5 feet from each other. If such is not the case, trim the carrier by shifting the stone until this limit is reached, before the stone will be accepted. If, however, the carriers proposed to be used by the Contractor are so built that they cannot be loaded as prescribed, and yet can be calibrated accurately for displacement under varying loads, such other method of determination of displacement as may be approved by the Contracting Officer may be used.

1.4.3.2.1.5 Readings in Still Water

Make all measurements for determining gauging table data and for load depths in still water as close to the work as is possible. The Contractor is required to place the carriers where such measurements can be accurately made.

1.4.3.2.1.6 Leaks

Provide all carriers used in transporting stone free of leaks such as would render accurate gauging difficult. Provide facilities for inspecting the hold of each carrier to determine whether leakage is occurring. Provide each carrier with adequate pumping facilities, and if water is found to be accumulating in the hold, pump the carrier dry before each gauging, both before and after unloading.

1.4.3.2.1.7 Variations During Unloading Operations

Lightening by pumping or by transfer of crews or supplies will not be permitted while stone is being discharged. Should any lightening become necessary, suspended the unloading of stone and take the draft readingsbefore and after lightening, or, upon approval of the Contracting Officer's onsite representative, other record made of the amount removed.

SECTION 01 22 00 Page 1011

Remove the amount determined by the Contracting Officer from the net tonnage paid.

1.4.3.2.1.8 Carrier Designations

Plainly mark each carrier by a distinctive number, letter, or name. Do notchange or give the distinctive number, letter, or name to any other carrier during the contract period.

1.4.3.2.1.9 Verification of Measurements

The readings, other data, and calculations from which the gauging table and the tonnage are determined will be open to verification by the Contractor and are subject to the approval of the Contracting Officer. The Contractor is invited to be present in person or to be represented by an authorized agent during the measuring of carriers. When the displacements of the carriers are determined or redetermined, a record of allowed displacement for quantity determination will be sent to the Contractor. If the Contractor protests within 5 calendar days, the carrier will be remeasured with the Contractor present in person or be represented by an accredited agent so that correct measurements can be agreed upon. The Contractor will be given the weight of each load, as it is determined. Failure to protest within 5 calendar days will be taken as equivalent to expressing satisfaction with the measurements and weight of stone determined by the Contracting Officer.

1.4.3.2.1.10 Carriers Not Measured

In case any stone is delivered by carriers not measured for displacement and marked as herein described, furnish, with the Contracting Officer's approval, and at the Contractor's expense, means for properly and conveniently weighing such stone at the work site.

1.4.3.2.2 Method of Determining Weight with Delivery by Truck

Use certified weigh bills provided by the Contractor at the job site, from either on-site or off-site scales, for the method of measurement for determining the weight of stone materials delivered by truck. Unless otherwise approved by the Contracting Officer, the requirements are for weigh bills and the scales used for weighing of trucks and materials contained therein are as follows:

a. Provide scales that conform to the requirements of the National Bureau of Standards (NBS) Handbook NIST HB 44. The tolerance applications of the Handbook, as applicable to under registration and over registration and to tests involving digital indications or representations, applies. The manufacturer may not use a scale for weighing a load totaling more than the nominal capacity marked on the scale. Any portion of the load in excess of the nominal scale capacity will not be considered for payment.

(1) Check the accuracy of the scale. When a State scale inspector is not immediately available for checking the scale, the Contractor may, at its own expense, secure a check from a local official sealer of weights and measures, or the Contracting Officer, may give tentative approval, based on check truckloads weighed on other scales which bear an official seal placed in the current calendar year.

SECTION 01 22 00 Page 1012

b. Weigh the total weight of a single highway vehicle as a single draft and may not be determined by adding together the results obtained by separately weighing each end of such vehicle, except that weighing of a coupled combination may be determined without uncoupling under the following conditions:

(1) The brakes are released.

(2) There is no tension or compression on the drawbar.

(3) The approaches are straight and in the same level plane as the scale platform.

(4) The approaches are paved at least fifty (50) feet in each direction with a seal coat or higher type surfacing.

(5) The approaches are of sufficient width and length to ensure level positioning of vehicles during the weighing operation.

c. When a printout system is employed on a platform or surge bin scale, equip it with a printer, which prints the following information on a triplicate ticket for each truckload:

(1) Time.

(2) Date.

(3) Sequential ticket number (may be preprinted on ticket).

(4) Gross Weight.

(5) Tare Weight (Tare weigh trucks at least twice daily).

(6) Net Weight.

(7) Net accumulated job daily total.

(8) Truck identification number (or license plate number).

d. Only systems which are so interlocked as to allow printing only when the scale has come to a complete rest can be used.

1.4.3.2.2.1 Scales

For scales not equipped with the print-out system, as stated above, provide weigh bills that contain the same or equivalent data as specified for the print-out system. Certify Weigh bills, including printouts, by the signature of the scale operator, which attests that the information shown on the weigh bill is correct and is the weight(s) observed on the scale at the time of weighing. Certify each weigh bill by the contractor, attesting that the entire load was properly placed in the work, and show the time and date of weighing and the time and date of unloading. Mark each truck plainly by a distinctive number, letter, or name. Do not change the distinctive number letter or name or give it to any other truck during the contract period. The Government reserves the right to periodically inspect the weighing operations at the scales. Submit copies of waybills and delivery tickets during the progress of the work with the Contractor's daily Quality Control Reports. Before the final statement is allowed, file certified waybills and certified delivery tickets for all stone actually

SECTION 01 22 00 Page 1013 used.

1.4.3.2.2.2 On-Site Scales and Weigh Scale Certification

If an on-site scale is used, prior to the use thereof, submit details on the location and construction of the scale and a copy of the certification of the scale's accuracy from the local weights and measures regulating agency. Use on-site scales certified by the applicable local weights and measures regulating agency and as approved by the Contracting Officer. Use scales of the recording type and of the size required to weigh the materials and containers or vehicles. Use scales which include housing for the instruments and scale operator, with heat, lighting and ventilation.

1.4.3.2.3 Determination of Excess Armor Stone

All stone permitted by the Contracting Officer to remain outside the limits and tolerances of the cross sections of the structure, except variations so minor as not to be measurable, will be deducted from the quantity of new stone to be paid for. Weight of excess stone will be determined from the surveys, on the basis that the cubic feet of volume (excluding voids) for each type of stone, equal to 1 ton or 2,000 pounds for the bulk specific gravity and percentage of voids shown. If the bulk specific gravity of the stone furnished or the percentage of voids is other than as listed, contact the Contracting Officer before the final placement of stone and submit the new bulk specific gravity of stone place or the new percentage of voids, or both, if applicable. Recompute the cubic feet of volume equaling 2,000 pounds. Submit all data used in calculating the amount of excess stone.

a. The volume of excess armor stone will be calculated by comparing Digital Terrain Models (DTM) of 2 surfaces.

(1) Compare the DTM of the two appropriate surfaces. Calculate the tonnage of stone above the upper neat line tolerance. The Contractor will not be required to remove any excess armor stone. Deductions for the weights will be made from contract payments for new stone. In addition to the above, any stone which has been delivered to the site and has been lost or wasted or otherwise not properly incorporated into the final required work, will be deducted from the quantity for payment.

b. The method of calculating the tonnage of stone that will not be paid for is listed below:

(1) Assumed average stone SSD of 2.64.

(2) This approximately equals 2.22 tons per cubic yard (CY).

(3) The void spacing for armor and underlayer stone is 37%, bedding stone is 33%.

(4) Formula to be used to calculate tonnage for non-payment:

[CY (above upper neat line tolerance) x (1-void %)] x 2.22 = tonnage

(5) Sample calculation for 125 cubic yards of excess bedding stone:

[125 CY x (1-0.33)] x 2.22 = 185.925 tons of excess bedding stone fill for which payment will not be made.

(6) The tonnage will be rounded to the nearest '0.1' ton.

SECTION 01 22 00 Page 1014

1.4.3.2.4 Surveys for Excess Volume

Perform survey work and measurements required for determination of excess volume computations for stone materials in the presence of the Government's Contracting Officer or the Contracting Officer's appointed representative, unless the requirement for the Government's presence is waived by the Contracting Officer. Additional cross sections, elevations and soundings may be taken if determined necessary by the Government's on-site representative. Prior to performing any work under this Section, coordinate all operations with the Government's on-site representative so that excess volume surveys will be made at the appropriate time. Base stone quantity computations entirely upon weights of new stone as determined from carrier displacement or certified scale weight tickets.

Existing stone placed in lieu of new stone from off-site sources is excluded from measurement for payment.

1.4.3.3 Unit of Measure

Unit of measure: ton (2,000 pounds)(TN)

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

-- End of Section --

SECTION 01 22 00 Page 1015

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

CONSTRUCTION PROGRESS DOCUMENTATION

11/09

PART 1 GENERAL

1.1 SUBMITTALS

1.2 SCHEDULE

1.3 SCHEDULE FORMAT

1.3.1 Bar Chart Schedule

1.4 UPDATED SCHEDULES

PART 2 PRODUCTS

PART 3 EXECUTION

3.1 PHOTOGRAPHS

3.1.1 Camera

3.1.2 Photograph Naming

3.1.3 Required Photographs

3.2 VIDEOS

-- End of Section Table of Contents --

SECTION 01 32 16 Page 1016

SECTION 01 32 16

CONSTRUCTION PROGRESS DOCUMENTATION

11/09

PART 1 GENERAL

1.1 SUBMITTALS

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

submittals not having a "G" designation are for information only. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Construction Schedule; G, AO

SD-02 Shop Drawings

Photographs

Videos

SD-03 Product Data

Camera; G, AO

1.2 SCHEDULE

a. Prior to the start of work, prepare and submit to the Contracting Officer for acceptance a construction schedule in the form of a Bar Chart Schedule, except as modified in this contract.

b. The acceptance of a Baseline Construction Schedule is a condition precedent to:

(1) The Contractor starting work on the contract.

(2) Processing Contractor's invoice(s) for construction activities/items of work.

(3) Review of any schedule updates.

c. Submittal of the Baseline Schedule, and subsequent schedule updates, is understood to be the Contractor's certification that the submitted schedule meets all of the requirements of the Contract Documents, represents the Contractor's plan on how the work will be accomplished, and accurately reflects the work that has been accomplished and how it was sequenced (as-built logic).

1.3 SCHEDULE FORMAT

1.3.1 Bar Chart Schedule

The Bar Chart showing submittals, government review periods, material and equipment delivery, utility outages, on-site construction, inspection, testing, and closeout activities. Time scale the Bar Chart and generate it

SECTION 01 32 16 Page 1017 using an electronic spreadsheet program.

1.4 UPDATED SCHEDULES

Update the Construction schedule at monthly intervals or when the schedule has been revised. Keep the updated schedule current, reflecting actual activity progress and plan for completing the remaining work. Submit copies of purchase orders and confirmation of delivery dates as directed.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

The following paragraphs describe the requirements for obtaining photographs and videos of the work being performed. Provide enough personnel and equipment on-site to record all photographs and videos as described, at all locations of work.

3.1 PHOTOGRAPHS

3.1.1 Camera

a. Submit list of equipment to be used for acquiring digital photographs.

The camera used to take the photographs may be the same for recording the videos.

b. Use a digital camera with the following minimum specifications:

(1) Sixteen (16) megapixel

(2) Use the finest resolution setting for the camera.

(3) Use the .JPG file format for the photograph.

3.1.2 Photograph Naming

a. Name photographs according to a naming convention that describes the photograph. Use a naming convention containing the following:

(1) ASH 204

(2) Type of work photographed (i.e. Stone Placement, Surveys, etc.)

(3) {date}

(4) {time, based upon 24-hour clock}

(5) {Sequential number starting at 001 each day}

b. Choose a format approved by the Government at the pre-construction meeting.

3.1.3 Required Photographs

a. Weekly photographs required are listed below, with exceptions noted.

Not all work will be performed each week. Show the date and time the photographs were taken in the lower right corner. Use the format as agreed

SECTION 01 32 16 Page 1018 upon by the Contracting Officer. Submit all photographs with the daily quality control reports. It is possible that some of the work items may be occurring simultaneously, requiring multiple personnel to obtain the required photographs.

(1) Stone Delivery

(a) Zoom this photograph to show any area of 3' x 3' of only the bedding and underlayer stone. For armor stone, zoom the photograph to show a minimum of three entire stones. These photographs may be obtained at any time prior to actual placement.

(2) Stone Placement - When each type of stone is placed. This may require three seperate photographs.

(3) Geotextile - When the geotextile is delivered and being placed.

(4) Surveys - Obtain of photograph of all equipment on-board the survey vessel with the multibeam sonar, including the sonar head above water.

This may require multiple photographs. If the same equipment is used for all surveys, only the initial photographs are required. If any one piece of equipment changed, obtain a new photograph of the new piece of equipment.

3.2 VIDEOS

a. Record all videos in 1080p HD (High Definition) with sound recorded, capable of playback with Windows Media Player on computers with Windows

10. Use the same file naming convention with the photographs.

b. Every day that photographs are taken, record a video of the same work, unless the Contracting Officer directs that videos are not required.

Obtain videos of live action. A video of the equipment on board the boat is not required.

(1) Record every video for 30 seconds in length unless approved by the Contracting Officer or longer as directed by the Contracting Officer.

(2) Correspond the videos with the photographs required above.

(3) While recording the videos, the Contracting Officer may direct the contractor to zoom to different/multiple magnifications.

(4) Submit all videos with the daily quality control reports.

(5) The Government may have additional requirements, regarding the location or view of the videos. Under water videos are not required.

c. Use the same file naming convention for the videos as for the photographs.

-- End of Section --

SECTION 01 32 16 Page 1019

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 33 00

SUBMITTAL PROCEDURES

08/18

PART 1 GENERAL

1.1 SUMMARY

1.1.1 Submittal Information

1.1.2 Project Type

1.1.3 Submision of Submittals

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)

1.4.2 For Information Only

1.5 PREPARATION

1.5.1 Transmittal Form

1.5.2 Submittal Format

1.5.2.1 Format of SD-01 Preconstruction Submittals

1.5.2.2 Format for SD-02 Shop Drawings

1.5.2.2.1 Drawing Identification

1.5.2.3 Format of SD-03 Product Data

1.5.2.3.1 Product Information

1.5.2.3.2 Standards

1.5.2.3.3 Data Submission

1.5.2.4 Format of SD-04 Samples

1.5.2.4.1 Sample Characteristics

1.5.2.4.2 Sample Incorporation

1.5.2.4.3 Comparison Sample

1.5.2.5 Format of SD-05 Design Data

1.5.2.6 Format of SD-06 Test Reports

1.5.2.7 Format of SD-07 Certificates

1.5.2.8 Format of SD-08 Manufacturer's Instructions

1.5.2.8.1 Standards

1.5.2.9 Format of SD-09 Manufacturer's Field Reports

1.5.2.10 Format of SD-10 Operation and Maintenance Data (O&M)

1.5.2.11 Format of SD-11 Closeout Submittals

1.5.3 Source Drawings for Shop Drawings

1.5.3.1 Source Drawings

1.5.3.2 Terms and Conditions

1.5.4 Electronic File Format

1.6 QUANTITY OF SUBMITTALS

1.6.1 Number of SD-01 Preconstruction Submittal Copies

1.6.2 Number of SD-02 Shop Drawing Copies

1.6.3 Number of SD-03 Product Data Copies

1.6.4 Number of SD-04 Samples

1.6.5 Number of SD-05 Design Data Copies

SECTION 01 33 00 Page 1020

1.6.6 Number of SD-06 Test Report Copies

1.6.7 Number of SD-07 Certificate Copies

1.6.8 Number of SD-08 Manufacturer's Instructions Copies

1.6.9 Number of SD-09 Manufacturer's Field Report Copies

1.6.10 Number of SD-10 Operation and Maintenance Data Copies

1.6.11 Number of SD-11 Closeout Submittals Copies

1.7 INFORMATION ONLY SUBMITTALS

1.8 PROJECT SUBMITTAL REGISTER

1.8.1 Submittal Management

1.8.2 Preconstruction Use of Submittal Register

1.8.3 Contractor Use of Submittal Register

1.8.4 Approving Authority Use of Submittal Register

1.8.5 Action Codes

1.8.5.1 Government Review Action Codes

1.8.5.2 Government Review Action Codes

1.8.5.3 Contractor Action Codes

1.8.6 Delivery of Copies

1.9 VARIATIONS

1.9.1 Considering Variations

1.9.2 Proposing Variations

1.9.3 Warranting that Variations are Compatible

1.9.4 Review Schedule Extension

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

ATTACHMENTS:

Submittal Register

-- End of Section Table of Contents --

SECTION 01 33 00 Page 1021

SECTION 01 33 00

SUBMITTAL PROCEDURES

08/18

PART 1 GENERAL

1.1 SUMMARY

1.1.1 Submittal Information

a. The Contracting Officer may request submittals in addition to those specified when deemed necessary to adequately describe the work covered in the respective sections. Each submittal is to be complete and in sufficient detail to allow ready determination of compliance with contract requirements.

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

1.1.2 Project Type

The Contractor's Quality Control (CQC) System Manager are to check and approve all items before 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.

1.1.3 Submision of Submittals

Schedule and provide submittals requiring Government approval before acquiring the material or equipment covered thereby. Pick up and dispose of samples not incorporated into the work in accordance with manufacturer's Safety Data Sheets (SDS) and in compliance with existing laws and regulations.

1.2 DEFINITIONS

1.2.1 Submittal Descriptions (SD)

Submittal requirements are specified in the technical sections. Examples and descriptions of submittals identified by the Submittal Description (SD) numbers and titles follow:

SD-01 Preconstruction Submittals

a. Submittals that are required prior to or commencing with the start of work on site.

b. Submittals that are required prior to or at the start of construction (work) or the next major phase of the construction on a multiphase contract.

SECTION 01 33 00 Page 1022

c. Preconstruction Submittals include schedules and a tabular list of locations, features, and other pertinent information regarding products, materials, equipment, or components to be used in the work.

Certificates Of Insurance

Surety Bonds

List Of Proposed Subcontractors

List Of Proposed Products

Baseline Network Analysis Schedule (NAS)

Submittal Register

Schedule Of Prices Or Earned Value Report

Accident Prevention Plan

Work Plan

Quality Control (QC) plan

Environmental Protection Plan

Contractor Accident Prevention Checklist

Contractor Activity Hazard Analysis

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-03 Product Data

Catalog cuts, illustrations, schedules, diagrams, performance charts, instructions and brochures illustrating size, physical appearance and other characteristics of materials, systems or equipment for some portion of the work.

Samples of warranty language when the contract requires extended product warranties.

SD-04 Samples

Fabricated or unfabricated physical examples of materials, equipment or workmanship that illustrate functional and aesthetic characteristics of a material or product and establish standards by which the work can be judged.

SECTION 01 33 00 Page 1023

Color samples from the manufacturer's standard line (or custom color samples if specified) to be used in selecting or approving colors for the project.

Field samples and mock-ups constructed on the project site establish standards ensuring work can be judged. Includes assemblies or portions of assemblies that are to be incorporated into the project and those that will be removed at conclusion of the work.

SD-05 Design Data

Design calculations, mix designs, analyses or other data pertaining to a part of work.

Design submittals, design substantiation submittals and extensions of design submittals.

SD-06 Test Reports

Report signed by authorized official of testing laboratory that a material, product or system identical to the material, product or system to be provided has been tested in accord with specified requirements. Unless specified in another section, testing must have been within three years of date of contract award for the project.

Report that includes findings of a test required to be performed on an actual portion of the work or prototype prepared for the project before shipment to job site.

Report that includes finding of a test made at the job site or on sample taken from the job site, on portion of work during or after installation.

Investigation reports

Daily logs and checklists

Final acceptance test and operational test procedure

SD-07 Certificates

Statements printed on the manufacturer's letterhead and signed by responsible officials of manufacturer of product, system or material attesting that the product, system, or material meets specification requirements. Dated after award of project contract and clearly name the project.

Document required of Contractor, or of a manufacturer, supplier, installer or Subcontractor through Contractor. The document purpose is to further promote the orderly progression of a portion of the work by documenting procedures, acceptability of methods, or personnel qualifications.

Confined space entry permits

Text of posted operating instructions

SD-11 Closeout Submittals

SECTION 01 33 00 Page 1024

Documentation to record compliance with technical or administrative requirements or to establish an administrative mechanism.

Submittals required for Guiding Principle Validation (GPV) or Third Party Certification (TPC).

Special requirements necessary to properly close out a construction contract. For example, Record Drawings and as-built drawings. Also, submittal requirements necessary to properly close out a major phase of construction on a multi-phase contract.

1.2.2 Approving Authority

Office or designated person authorized to approve the submittal.

1.2.3 Work

As used in this section, on-site and off-site construction required by contract documents, including labor necessary to produce submittals, construction, materials, products, equipment, and systems incorporated or to be incorporated in such construction. In exception, excludes work to produce SD-01 submittals.

1.3 SUBMITTALS

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

submittals not having a "G" designation are for information only. Submit the following in accordance with this section.

SD-01 Preconstruction Submittals

Submittal Register; G, AO

1.4 SUBMITTAL CLASSIFICATION

1.4.1 Government Approved (G)

a. Government approval is required for any variations from the Solicitation or the Accepted Proposal and for other items as designated by the Government.

b. Within the terms of the FAR 52.236-21 SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION, submittals are considered to be "shop drawings."

1.4.2 For Information Only

Submittals not requiring Government approval will be for information only.

Within the terms of FAR 52.236-21 SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION, they are not considered to be "shop drawings."

1.5 PREPARATION

1.5.1 Transmittal Form

Use the ENG Form 4025-R transmittal form for submitting both Government-approved and information-only submittals. Submit in accordance with the instructions on the reverse side of the form. These forms are included in the RMS CM software that the Contractor is required to use for

SECTION 01 33 00 Page 1025 this contract. Properly complete this form by filling out all the heading blank spaces and identifying each item submitted. Exercise special care to ensure proper listing of the specification paragraph and sheet number of the contract drawings pertinent to the data submitted for each item.

1.5.2 Submittal Format

1.5.2.1 Format of SD-01 Preconstruction Submittals

a. When the submittal includes a document that is to be used in the project, or is to become part of the project record, other than as a submittal, do not apply the Contractor's approval stamp to the document itself, but to a separate sheet accompanying the document.

b. Provide data in the unit of measure used in the contract documents.

1.5.2.2 Format for SD-02 Shop Drawings

Provide shop drawings not less than 8 1/2 by 11 inches nor more than 30 by 42 inches, except for full-size patterns or templates. Prepare drawings to accurate size, with scale indicated, unless another form is required.

Ensure drawings are suitable for reproduction and of a quality to produce clear, distinct lines and letters, with dark lines on a white background.

a. Include the nameplate data, size, and capacity on drawings. Also include applicable federal, military, industry, and technical society publication references.

b. Dimension drawings, except diagrams and schematic drawings. Prepare drawings demonstrating interface with other trades to scale. Use the same unit of measure for shop drawings as indicated on the contract drawings. Identify materials and products for work shown.

1.5.2.2.1 Drawing Identification

a. Include on each drawing the drawing title, number, date, and revision numbers and dates, in addition to information required in paragraph

IDENTIFYING SUBMITTALS.

b. Number drawings in a logical sequence. Each drawing is to bear the number of the submittal in a uniform location next to the title block.

Place the Government contract number in the margin, immediately below the title block, for each drawing.

c. Reserve a blank space, no smaller than 2 inches on the right-hand side of each sheet for the Government disposition stamp.

1.5.2.3 Format of SD-03 Product Data

a. Present product data submittals for each section as a complete, bound volume. Include a table of contents, listing the page and catalog item numbers for product data.

b. Indicate, by prominent notation, each product that is being submitted;

indicate the specification section number and paragraph number to which it pertains.

SECTION 01 33 00 Page 1026

1.5.2.3.1 Product Information

a. Supplement product data with material prepared for the project to satisfy the submittal requirements where product data does not exist.

Identify this material as developed specifically for the project, with information and format as required for submission of SD-07 Certificates.

b. Provide product data in units used in the Contract documents. Where product data are included in preprinted catalogs with another unit, submit the dimensions in contract document units, on a separate sheet.

1.5.2.3.2 Standards

Where equipment or materials are specified to conform to industry or technical-society reference standards of such organizations as the American National Standards Institute (ANSI), ASTM International (ASTM), National Electrical Manufacturer's Association (NEMA), Underwriters Laboratories (UL), or Association of Edison Illuminating Companies (AEIC), submit proof of such compliance. The label or listing by the specified organization will be acceptable evidence of compliance. In lieu of the label or listing, submit a certificate from an independent testing organization, competent to perform testing, and approved by the Contracting Officer.

State on the certificate that the item has been tested in accordance with the specified organization's test methods and that the item complies with the specified organization's reference standard.

1.5.2.3.3 Data Submission

a. Collect required data submittals for each specific material, product, unit of work, or system into a single submittal that is marked for choices, options, and portions applicable to the submittal. Mark each copy of the product data identically. Partial submittals will not be accepted for expedition of the construction effort.

b. Submit the manufacturer's instructions before installation.

1.5.2.4 Format of SD-04 Samples

1.5.2.4.1 Sample Characteristics

Furnish samples in the following sizes, unless otherwise specified or unless the manufacturer has prepackaged samples of approximately the same size as specified:

a. Sample of Equipment or Device: Full size.

b. Sample of Materials Less Than 2 by 3 inches: Built up to 8 1/2 by 11 inches.

c. Sample of Materials Exceeding 8 1/2 by 11 inches: Cut down to 8 1/2 by 11 inches and adequate to indicate color, texture, and material variations.

d. Sample of Linear Devices or Materials: 10 inch length or length to be supplied, if less than 10 inches. Examples of linear devices or materials are conduit and handrails.

e. Sample Volume of Nonsolid Materials: Pint. Examples of nonsolid materials are sand and paint.

SECTION 01 33 00 Page 1027

f. Color Selection Samples: 2 by 4 inches. Where samples are specified for selection of color, finish, pattern, or texture, submit the full set of available choices for the material or product specified. Sizes and quantities of samples are to represent their respective standard unit.

g. Sample Panel: 4 by 4 feet.

h. Sample Installation: 100 square feet.

1.5.2.4.2 Sample Incorporation

a. Reusable Samples: Incorporate returned samples into work only if so specified or indicated. Incorporated samples are to be in undamaged condition at the time of use.

b. Recording of Sample Installation: Note and preserve the notation of any area constituting a sample installation, but remove the notation at the final clean-up of the project.

1.5.2.4.3 Comparison Sample

a. Samples…