A07D-SPECS.pdf

W912EQ-18-B-0002

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 22 00.00 11 MEASUREMENT AND PAYMENT

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.15 10 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)

01 45 04.00 11 CONTRACTOR QUALITY CONTROL

01 57 20.00 11 ENVIRONMENTAL PROTECTION

01 58 01.00 11 PROJECT SIGN

35 31 20.00 11 REVETMENT REPAIRS

35 31 21.00 11 DIKE REPAIRS

35 31 22.00 11 RIPRAP UPPER BANK PAVING

35 31 23.00 11 RANGE MARKERS AND RANGE CLEARING

35 31 26.00 11 STONE FOR STRUCTURES

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

B1CORJES

Typewritten Text

SPECIFICATIONS

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00.00 11

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 SUBMITTALS

1.2 GENERAL INFORMATION

1.2.1 Mobilization and Demobilization

1.3 UNIT PRICE PAYMENT ITEMS

1.3.1 General

1.3.2 Unit Price Items

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

-- End of Section Table of Contents --

SECTION 01 22 00.00 11 Page 1

SECTION 01 22 00.00 11

MEASUREMENT AND PAYMENT

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. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with SECTION 01 33 00 - SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

List of Barges; G, WAO

1.2 GENERAL INFORMATION

1.2.1 Mobilization and Demobilization

Payment for mobilization/demobilization will be made for each parcel as listed in SECTION 00010 - BID SCHEDULE and as described below. All costs for items of work, which are not specifically mentioned to be included in the mobilization/demobilization price or unit price payment items designated below shall be included in the listed item most closely associated with the work involved.

a. PAYMENT. Reference is made to SECTION 00700 - CONTRACT CLAUSES, DFARS Clause 252.236-7004 "PAYMENT FOR MOBILIZATION AND DEMOBILIZATION (DEC 1991)". Payment for mobilization/demobilization will be made at the job price as listed in SECTION 00010 - BID SCHEDULE. Sixty(60%) of the payment for this item will be made upon completion of mobilization of the contractor's plant, labor, and equipment to the designated parcel to begin work on the first issued task order. The remaining forty (40%) of the payment for this item will be made upon demobilization from the designated parcel once all task order work has been satisfactorily completed.

b. UNIT OF MEASUREMENT. The unit of measurement is "job"

(JB).

1.3 UNIT PRICE PAYMENT ITEMS

1.3.1 General

(1) Payment items for the work of this contract on which the contract progress payments will be based are listed in SECTION 00010 - BID SCHEDULE and are described below. The unit price and payment made for each item listed shall constitute full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for each of the unit price items.

SECTION 01 22 00.00 11 Page 2

(2) STONE DELIVERED BY BARGE.

a. MEASUREMENT. Measurement shall be by displacement.

b. BARGE TABLES. The Contractor shall furnish, not later than 5 calendar days after receipt of notice to proceed or as required by the Administrative Contracting Officer, a List of Barges, by name or number, which he anticipates using on this contract. Additional barge names or numbers shall be furnished during the progress of the work for any additional barges to be used. All barges to be used must have a Mississippi Valley Division (MVD) displacement table in order to be certified. In the event that not all barges submitted for use are certified, the Contractor shall submit to the Contracting Officer or designated representative drawings of such barges. The drawings shall show, as a minimum, the length, width, and depth of the barge and dimensions of the rake or rakes. A displacement table will be generated, provided to the Contractor, and incorporated into the MVD Standardized Barge Tables upon certification of the barge. Each table will contain the freeboard of the barge in feet and tenths from zero to the full depth of the barge, and the corresponding gross displacement to the nearest ton. No payment will be made for stone unloaded from uncertified barges until approval has been granted. Approval can be anticipated approximately 4 to 6 weeks after submission of the drawings to the Contracting Officer or designated representative.

c. DISPLACEMENT GAGING LINES. Each barge shall be suitably marked with two displacement gaging lines on each side of the barge as well as the barge name/number on both sides and ends of the barge. Each gaging line shall be painted perpendicular to the edge of the barge and be no less than 4 inches wide and 1 foot long on both the deck and side of the barge. Barges with rakes shall have the displacement gage lines placed at each corner of the box section between the rakes. If a barge has a box end or ends, the gaging lines shall be placed approximately four feet from the box end.

d. DISPLACEMENT DETERMINATION. The freeboard will be measured at the 4 gaging locations and the displacement determined by the use of the MVD Standardized Barge Tables from the average of these measurements. The displacement shall be determined before and after the barge is unloaded and the difference between these values shall be the quantity delivered. Prior to displacement measurements being taken on loaded or partially loaded barges, the below deck compartments shall be inspected for an excessive amount of water. If an excessive amount of water exists as determined by the Quality Assurance Representative, the barge must be pumped out before displacement measurements are taken. Prior to a partially loaded barge being moved from one task order location to a different task order location, displacement measurements shall be taken of the partially loaded barge to determine the quantity of product off-loaded at the initial site. Upon arrival of the partially loaded barge at the next site, displacement measurements shall be taken again to account for any lost product.

(3) STONE DELIVERED BY TRUCK. When stone, not handled by barge, is delivered by truck from a quarry or railroad siding, it shall be weighed on approved scales before being placed in the work. The scales shall be located as near the site of work as practicable and shall be tested as often as necessary to ensure accurate weights, as determined by the Contracting Officer. The Contractor shall furnish the scales and shall weigh the stone in the presence of a Government Quality Assurance

SECTION 01 22 00.00 11 Page 3

Representative, who will certify the correctness thereof. Weight certificates furnished by a public weighmaster will be acceptable in lieu of such procedures when authorized by the Contracting Officer.

1.3.2 Unit Price Items

(1) 125 LB RIPRAP STONE

a. MEASUREMENT. See paragraph "STONE DELIVERED BY BARGE" or "STONE

DELIVERED BY TRUCK".

b. PAYMENT. Payment for 125 LB Riprap Stone satisfactorily placed in the work will be made at the unit price for "125 LB RIPRAP STONE", which price and payment shall constitute full compensation for delivering and placing of the stone and performing all work in accordance with these specifications except that additional compensation at the applicable contract unit price for "OVERBANK STONE PLACEMENT" will be made for stone placed landward of top bank or landward of an obstruction.

c. UNIT OF MEASUREMENT. The unit of measure for stone satisfactorily placed in the work will be the "ton" (TN) (2,000 pounds). Quantities will be computed to the nearest whole ton.

(2) 250 LB RIPRAP STONE

a. MEASUREMENT. See paragraph "STONE DELIVERED BY BARGE" or "STONE

DELIVERED BY TRUCK".

b. PAYMENT. Payment for 250 LB Riprap Stone satisfactorily placed in the work will be made at the unit price for "250 LB RIPRAP STONE", which price and payment shall constitute full compensation for delivering and placing of the stone and performing all work in accordance with these specifications except that additional compensation at the applicable contract unit price for "OVERBANK STONE PLACEMENT" will be made for stone placed landward of top bank or landward of an obstruction.

c. UNIT OF MEASUREMENT. The unit of measure for stone satisfactorily placed in the work will be the "ton" (TN) (2,000 pounds). Quantities will be computed to the nearest whole ton.

(3) GRADED STONE A

a. MEASUREMENT. See paragraph "STONE DELIVERED BY BARGE" or "STONE

DELIVERED BY TRUCK".

b. PAYMENT. Payment for Graded Stone A satisfactorily placed in the work will be made at the unit price for "GRADED STONE A", which price and payment shall constitute full compensation for delivering and placing of the stone and performing all work in accordance with these specifications except that additional compensation at the applicable contract unit price for "OVERBANK STONE PLACEMENT" will be made for stone placed landward of top bank or landward of an obstruction.

c. UNIT OF MEASUREMENT. The unit of measure for stone satisfactorily placed in the work will be the "ton" (TN) (2,000 pounds). Quantities will be computed to the nearest whole ton.

SECTION 01 22 00.00 11 Page 4

(4) GRADED STONE B

a. MEASUREMENT. See paragraph "STONE DELIVERED BY BARGE" or "STONE

DELIVERED BY TRUCK".

b. PAYMENT. Payment for Graded Stone B satisfactorily placed in the work will be made at the unit price for "GRADED STONE B", which price and payment shall constitute full compensation for delivering and placing of the stone and performing all work in accordance with these specifications except that additional compensation at the applicable contract unit price for "OVERBANK STONE PLACEMENT" will be made for stone placed landward of top bank or landward of an obstruction.

c. UNIT OF MEASUREMENT. The unit of measure for stone satisfactorily placed in the work will be the "ton" (TN) (2,000 pounds). Quantities will be computed to the nearest whole ton.

(5) GRADED STONE C

a. MEASUREMENT. See paragraph "STONE DELIVERED BY BARGE" or "STONE

DELIVERED BY TRUCK".

b. PAYMENT. Payment for Graded Stone C satisfactorily placed in the work will be made at the unit price for "GRADED STONE C", which price and payment shall constitute full compensation for delivering and placing of the stone and performing all work in accordance with these specifications except that additional compensation at the applicable contract unit price for "OVERBANK STONE PLACEMENT" will be made for stone placed landward of top bank or landward of an obstruction.

c. UNIT OF MEASUREMENT. The unit of measure for stone satisfactorily placed in the work will be the "ton" (TN) (2,000 pounds). Quantities will be computed to the nearest whole ton.

(6) R-1500 RIPRAP STONE

a. MEASUREMENT. See paragraph "STONE DELIVERED BY BARGE" or "STONE

DELIVERED BY TRUCK".

b. PAYMENT. Payment for R-1500 Riprap Stone satisfactorily placed in the work will be made at the unit price for "R-1500 RIPRAP STONE", which price and payment shall constitute full compensation for delivering and placing of the stone and performing all work in accordance with these specifications except that additional compensation at the applicable contract unit price for "OVERBANK STONE PLACEMENT" will be made for stone placed landward of top bank or landward of an obstruction.

c. UNIT OF MEASUREMENT. The unit of measure for stone satisfactorily placed in the work will be the "ton" (TN) (2,000 pounds). Quantities will be computed to the nearest whole ton.

(7) RIPRAP UPPER BANK PAVING

a. MEASUREMENT. See paragraphs "STONE DELIVERED BY BARGE" or "STONE

DELIVERED BY TRUCK".

b. PAYMENT. Payment for riprap upper bank paving satisfactorily placed in the work will be made at the unit price for "RIPRAP UPPER BANK

SECTION 01 22 00.00 11 Page 5

PAVING", which price and payment shall constitute full compensation for delivering and placing of all Riprap Upper Bank Paving and performing all work in accordance with these specifications. No separate payment will be made for preparation of the slope or other incidental work required; these costs shall be included in the contract unit price.

c. UNIT OF MEASUREMENT. The unit of measure for stone satisfactorily placed in the work will be the "ton" (TN)(2,000 pounds). Quantities will be computed to the nearest whole ton.

(8) CRUSHED STONE

a. MEASUREMENT. See paragraph "STONE DELIVERED BY BARGE" or "STONE

DELIVERED BY TRUCK".

b. PAYMENT. Payment for crushed stone satisfactorily placed in the work will be made at the unit price for "CRUSHED STONE", which price and payment shall constitute full compensation for delivering and placing of the stone and performing all work in accordance with these specifications except that additional compensation at the applicable contract unit price for "OVERBANK STONE PLACEMENT" will be made for stone placed landward of top bank or landward of an obstruction.

c. UNIT OF MEASUREMENT. The unit of measure for stone satisfactorily placed in the work will be the "ton" (TN) (2,000 pounds). Quantities will be computed to the nearest whole ton.

(9) FILTER STONE

a. MEASUREMENT. See paragraph "STONE DELIVERED BY BARGE" or "STONE

DELIVERED BY TRUCK".

b. PAYMENT. Payment for filter stone satisfactorily placed in the work will be made at the unit price for "FILTER STONE", which price and payment shall constitute full compensation for delivering and placing of the stone and performing all work in accordance with these specifications except that additional compensation at the applicable contract unit price for "OVERBANK STONE PLACEMENT" will be made for stone placed landward of top bank or landward of an obstruction.

c. UNIT OF MEASUREMENT. The unit of measure for stone satisfactorily placed in the work will be the "ton" (TN) (2,000 pounds). Quantities will be computed to the nearest whole ton.

(10) OVERBANK STONE PLACEMENT (TOP OF BANK TO 300')

a. MEASUREMENT. See paragraph "STONE DELIVERED BY BARGE" or "STONE

DELIVERED BY TRUCK".

b. PAYMENT. An additional payment for any type of stone that has to be transported and placed a distance no greater than 300 feet landward of top bank will be made at the unit price for "OVERBANK STONE PLACEMENT (TOP OF BANK to 300')", which price and payment shall constitute full compensation for all additional expenses incurred in transporting and placing the stone no more than 300 feet landward of the top of bank or landward of an obstruction on the slope of the bank whenever the stone cannot be placed by floating, barge-mounted, stone-placing equipment.

This payment will be in addition to the unit price per ton for the type of stone that is specified to be placed landward of top bank.

SECTION 01 22 00.00 11 Page 6

c. UNIT OF MEASUREMENT. The unit of measure for stone satisfactorily transported and placed will be the "ton" (TN) (2,000 pounds).

Quantities will be computed to the nearest whole ton.

(11) OVERBANK STONE PLACEMENT (300' TO 3,000')

a. MEASUREMENT. See paragraph "STONE DELIVERED BY BARGE" or "STONE

DELIVERED BY TRUCK".

b. PAYMENT. An additional payment for any type of stone that has to be transported and placed a distance between 300 feet and 3,000 feet landward of top bank will be made at the unit price for "OVERBANK STONE PLACEMENT (300' to 3,000')", which price and payment shall constitute full compensation for all additional expenses incurred in transporting and placing the stone between 300 feet and 3,000 feet landward of top of bank whenever the stone cannot be placed by floating, barge-mounted, stone-placing equipment. This payment will be in addition to the unit price per ton for the type of stone that is specified to be placed landward of top bank.

c. UNIT OF MEASUREMENT. The unit of measure for stone satisfactorily transported and placed will be the "ton" (TN) (2,000 pounds).

Quantities will be computed to the nearest whole ton.

(12) EARTHWORK

a. MEASUREMENT. Earthwork will be measured for payment using quantities computed from before-grading and after-grading surveys. Earthwork quantities will be measured from the ground surface, as determined by a before-grading survey and the grade lines as established in the field by the Government Quality Assurance Representative.

b. PAYMENT. Payment for grading or excavation on revetments (bank grading, overbank slope grading) and grading or excavation in a dike field (bankhead excavation, root dike excavation, or key trench excavation) will be made at the applicable unit price for "EARTHWORK", which price and payment shall constitute full compensation for furnishing all labor, equipment, materials, supplies, and performing all grading or excavation as specified by the task orders. The unit price for "EARTHWORK" shall also include the necessary cost of clearing, drift removal, and disposal of debris therefrom for the areas to be graded or excavated.

c. UNIT OF MEASUREMENT. The unit of measurement will be the "cubic yard" (CY). Quantities will be computed to the nearest whole cubic yard.

(13) BREAKING OUT PAVEMENT

a. MEASUREMENT. The unit of measurement for breaking out pavement will be the square (100 square feet).

b. PAYMENT. Payment for breaking out asphalt and/or concrete pavement will be made at the applicable contract unit price for "BREAKING OUT PAVEMENT," which price and payment price shall constitute full compensation for furnishing all material, equipment and labor for breaking out pavement, breaking concrete or asphalt into the required sizes and using the broken pavement as fill where required, disposing of any excess material, and performing all work incidental thereto.

SECTION 01 22 00.00 11 Page 7

c. UNIT OF MEASUREMENT. The unit of measurement is the "square" (SQ).

Quantities shall be computed to the nearest 1/100 square for payment purposes.

(14) RANGE MARKER

a. MEASUREMENT. The unit of measurement for a range marker satisfactorily placed and painted will be each marker so placed.

b. PAYMENT. Payment for range markers will be made at the applicable contract unit price for "RANGE MARKER," which price shall constitute full compensation for furnishing all materials, equipment and labor;

hauling, handling and storage of materials; manufacturing; placing;

dressing and finishing the concrete to the required shape; painting the face of the range marker yellow; painting the range number thereon; and performing all operations incidental thereto. Precast range markers which are broken, badly chipped, or otherwise seriously damaged by the Contractor's operations before final acceptance shall be replaced by the Contractor at his expense.

c. UNIT OF MEASUREMENT. The unit of measurement is "each" (EA).

(15) PAINTING RANGE MARKER

a. MEASUREMENT. The unit of measurement for painting a range marker will be each existing range marker satisfactorily painted with the proper number.

b. PAYMENT. Payment for painting the range number on a previously placed range marker will be made at the applicable contract unit price for "PAINTING RANGE MARKER" which price shall constitute full compensation for furnishing all equipment, labor, and materials, and for performing the painting. No separate payment will be made for painting range numbers on a range marker constructed and placed under this contract.

c. UNIT OF MEASUREMENT. The unit of measurement is "each" (EA).

(16) RANGE CLEARING

a. MEASUREMENT. The unit of measurement for range clearing will be the square (100 square feet).

b. PAYMENT. Payment for range clearing will be made at the applicable contract unit price for "RANGE CLEARING", which price shall constitute full compensation for furnishing all equipment, labor, and materials, performing all range clearing and disposal of resultant debris and any other work incidental thereto.

c. UNIT OF MEASUREMENT. The unit of measurement is the "square" (SQ).

Quantities shall be computed to the nearest whole square.

(17) STONE REMOVAL

a. MEASUREMENT. Time will be measured to the nearest tenth of an hour.

Time will start when the Contractor's floating plant exits the channel to access the navigation structure where stone is to be removed. Time will continue as long as constructive effort is being made to remove

SECTION 01 22 00.00 11 Page 8 stone from the structure. No time will be charged if any of the equipment necessary to remove stone is inoperative due to equipment failure or lack of personnel. Time will continue until the floating plant returns to the channel.

b. PAYMENT. Payment for stone removal will be made at the applicable unit price for "STONE REMOVAL", which price and payment shall constitute full compensation for furnishing all labor, equipment, supplies, and performing all stone removal as specified by the task order.

c. UNIT OF MEASUREMENT . The unit of measurement will be the "hour" (HR). Quantities will be computed to the nearest tenth of an hour.

(18) STONE REMOVAL AND REUSE

a. MEASUREMENT. Time will be measured to the nearest tenth of an hour.

Time will start when the Contractor's floating plant exits the channel to access the navigation structure where stone is to be removed and reused. Time will continue as long as constructive effort as deemed by the Government Quality Assurance Representative is being made to remove stone from the structure and place the salvaged stone in the location as indicated in the work order. No time will be charged if any of the equipment necessary to remove stone from the structure(s) and place the salvaged stone in the location required is inoperative due to equipment failure or lack of personnel. Time will continue to accrue until all of the stone is removed and reused to the satisfaction of the Government Quality Assurance Representative and the Contractor's floating plant returns to the channel.

b. PAYMENT. Payment for stone removal and reuse will be made at the applicable unit price for "STONE REMOVAL AND REUSE", which price and payment shall constitute full compensation for furnishing all labor, equipment, supplies, and performing all stone removal and reuse activities as specified in the work order. The unit price for "STONE REMOVAL AND REUSE" shall also include all the costs of performing required work order surveys, quality control, and other miscellaneous requirements related to successful work order completion. The unit price for "STONE REMOVAL AND REUSE" shall also include all the costs of constructing an apron from the stone, if removed from a dike.

c. UNIT OF MEASUREMENT. The unit of measurement will be the "hour" (HR). Quantities will be computed to the nearest tenth of an hour.

(19) UPSTREAM TOWING

a. MEASUREMENT. Miles will be measured to the nearest whole mile using the "Flood Control and Navigation Maps of the Mississippi River" in effect at the time of the directed move. The latest version of the maps can be found at http://www.mvm.usace.army.mil/Missions/Navigation/RiverNavigationCharts.aspx.

b. PAYMENT. Payment for "UPSTREAM TOWING" will be made when the Contracting Officer directs the Contractor to proceed to a jobsite location that is different from the normal downstream movement between locations of work and this directed move causes an increase in miles over what would have been required in the normal progress of the work and as specified in SECTION 00800 - SPECIAL CONTRACT REQUIREMENTS.

Payment for "UPSTREAM TOWING" will be made at the applicable contract

SECTION 01 22 00.00 11 Page 9 unit price per mile and which price and payment shall include all costs of towing the equipment and materials necessary to perform the work specified at the out of sequence jobsite location of work.

c. UNIT OF MEASUREMENT. The unit of measurement is the "mile" (DH).

Quantities shall be computed to the nearest whole mile.

(20) DOWNSTREAM TOWING

a. MEASUREMENT. Miles will be measured to the nearest whole mile using the "Flood Control and Navigation Maps of the Mississippi River" in effect at the time of the directed move. The latest version of the maps can be found at http://www.mvm.usace.army.mil/Missions/Navigation/RiverNavigationCharts.aspx.

b. PAYMENT. Payment for "DOWNSTREAM TOWING" will be made when the Contracting Officer directs the Contractor to proceed to a jobsite location that is different from the normal downstream movement between locations of work and this directed move causes an increase in miles over what would have been required in the normal progress of the work and as specified in SECTION 00800 - SPECIAL CONTRACT REQUIREMENTS.

Payment for "DOWNSTREAM TOWING" will be made at the applicable contract unit price per mile and which price and payment shall include all costs of towing the equipment and materials necessary to perform the work specified at the out of sequence jobsite location of work.

c. UNIT OF MEASUREMENT. The unit of measurement is the "mile" (DH).

Quantities shall be computed to the nearest whole mile.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

SECTION 01 22 00.00 11 Page 10

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

1.1 DEFINITIONS

1.1.1 Submittal

1.1.2 Submittal Descriptions (SD)

1.1.3 Approving Authority

1.1.4 Work

1.2 SUBMITTALS

1.3 SUBMITTAL REGISTER

1.4 CONTRACTOR USE OF SUBMITTAL REGISTER

1.5 APPROVING AUTHORITY USE OF SUBMITTAL REGISTER

1.6 COPIES DELIVERED TO THE GOVERNMENT

1.7 PROCEDURES FOR SUBMITTALS

1.7.1 Reviewing, Certifying, Approving Authority

1.7.2 Constraints

1.7.3 Scheduling

1.7.4 Variations

1.7.4.1 Considering Variations

1.7.4.2 Proposing Variations

1.7.4.3 Warranting That Variations Are Compatible

1.7.4.4 Review Schedule Is Modified

1.8 CONTRACTOR'S RESPONSIBILITIES

1.9 GOVERNMENT'S RESPONSIBILITIES

1.10 FORMAT OF SUBMITTALS

1.10.1 Transmittal Sheet

1.10.2 Identifying Submittals

1.11 SUBMISSION AND CONTROL OF SUBMITTALS

1.11.1 Submittals Required from the Contractor

1.11.1.1 Submittal Procedures and Deviations

1.11.1.2 Control of Submittals

1.11.1.3 O&M Data

1.12 SUBMITTAL CLASSIFICATION

1.12.1 Government Approved

1.12.2 Information Only

1.13 APPROVED SUBMITTALS

1.14 DISAPPROVED SUBMITTALS

1.15 WITHHOLDING OF PAYMENT

1.16 GENERAL

1.17 SUBMITTAL REGISTER

1.18 SCHEDULING

1.19 TRANSMITTAL SHEET (ENG FORM 4025)

1.20 GOVERNMENT APPROVED SUBMITTALS

1.21 INFORMATION ONLY SUBMITTALS

1.22 STAMPS

PART 2 PRODUCTS (NOT USED)

SECTION 01 33 00 Page 1

SECTION 01 33 00 Page 2

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

1.1 DEFINITIONS

1.1.1 Submittal

Section 00700 Contract Clauses "FAR 52.236-5, MATERIAL AND WORKMANSHIP," paragraph (b) and "FAR 52.236-21, SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION," paragraphs (d), (e), and (f) apply to all "submittals."

1.1.2 Submittal Descriptions (SD)

Submittal requirements are specified in the technical sections. All required submittals shall be submitted electronically except for the bonding documents. Submittals are identified by SD numbers and titles as follows.

SD-01 Preconstruction Submittals

Certificates of Insurance.

Surety Bonds.

Construction Progress Schedule.

Work Plan.

Submittal Register.

Schedule of Prices.

Accident Prevention Program.

Accident Prevention Plan Activity Hazard Analysis Quality Control Plan.

Environmental Protection Plan.

List of Proposed Subcontractors.

List of Proposed Products.

List of Barges.

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

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 3

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 by which the ensuring work can be judged. Includes assemblies or portions of assemblies which are to be incorporated into the project and those which will be removed at conclusion of the work.

SD-05 Design Data

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

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 accordance with specified requirements. (Testing must have been within three years of date of contract award for the project.)

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

Report which 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 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 product, system or material meets specification requirements. Must be dated after award of project contract and clearly name the project.

Document required of Contractor, or of a supplier, installer or subcontractor through Contractor, the purpose of which is to further quality of 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

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

SECTION 01 33 00 Page 4

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.

Interim "DD Form 1354" with cost breakout for all assets 30 days prior to facility turnover.

1.1.3 Approving Authority

Approving authority rests with the Contracting Officer and his/her Authorized Representative(s). Approval actions and correspondence with the Contractor shall be made through the Wynne Area Office.

1.1.4 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.

1.2 SUBMITTALS

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

submittals not having a "G" designation are for information only or as otherwise designated. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with SECTION

01 33 00 - SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Submittal Register; G, WAO

1.3 SUBMITTAL REGISTER

Submit the submittal register electronically at least seven days prior to the prework conference. Verify that all submittals required for the project are listed and add any missing submittals. Complete the following on the register:

Column (g) Contractor Submit Date: Scheduled date for approving authority to receive submittals.

Column (h) Contractor Approval Date: Date Contractor needs approval of submittal.

1.4 CONTRACTOR USE OF SUBMITTAL REGISTER

Update the following fields.

Column (b) Transmittal Number: Contractor assigned list of consecutive numbers.

Column (j) Action Code (k): Date of action used to record Contractor's review when forwarding submittals to Area Engineer.

Column (l) List date of submittal transmission.

SECTION 01 33 00 Page 5

Column (q) List date approval received.

1.5 APPROVING AUTHORITY USE OF SUBMITTAL REGISTER

Update the following fields.

Column (b).

Column (l) List date of submittal receipt.

Column (m) through (p).

Column (q) List date returned to Contractor.

1.6 COPIES DELIVERED TO THE GOVERNMENT

Deliver one copy of submittal register updated by Contractor to Government with each invoice request.

1.7 PROCEDURES FOR SUBMITTALS

1.7.1 Reviewing, Certifying, Approving Authority

The Contractor Quality Control (CQC) organization shall be responsible for reviewing and certifying that submittals are in compliance with contract requirements. Approving authority on submittals ultimately rests with the Contracting Officer, and his/her Authorized Representative(s). Approval of all submittals will be made through the Wynne Area Office.

1.7.2 Constraints

a. Submittals listed or specified in this contract shall conform to provisions of this section, unless explicitly stated otherwise.

b. Submittals shall be complete for each definable feature of work;

components of definable feature interrelated as a system shall be submitted at same time.

c. When acceptability of a submittal is dependent on conditions, items, or materials included in separate subsequent submittals, submittal will be returned without review.

d. Approval of a separate material, product, or component does not imply approval of assembly in which item functions.

1.7.3 Scheduling

a. Coordinate scheduling, sequencing, preparing and processing of submittals with performance of work so that work will not be delayed by submittal processing. Allow for potential requirements to resubmit.

b. Except as specified otherwise, allow review period, beginning with receipt by approving authority, that includes at least 15 working days for submittals for Contracting Officer's Authorized Representative approval and 20 working days for submittals for Contracting Officer approval. Period of review for submittals with Contracting Officer approval begins when Government receives submittal from CQC organization. Period of review for each

SECTION 01 33 00 Page 6 resubmittal is the same as for initial submittal.

1.7.4 Variations

Variations from contract requirements require Government approval pursuant to contract Clause entitled "FAR 52.236-21, SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION" and will be considered where advantageous to Government.

1.7.4.1 Considering Variations

Discussion with Wynne Area Office prior to submission will help ensure functional and quality requirements are met and minimize rejections and resubmittals. When contemplating a variation which results in lower cost, consider submission of the variation as a Value Engineering Change Proposal

(VECP).

1.7.4.2 Proposing Variations

When proposing variation, deliver written request to the Contracting Officer, with documentation of the nature and features of the variation and why the variation is desirable and beneficial to Government. If lower cost is a benefit, also include an estimate of the cost saving. In addition to documentation required for variation, include the submittals required for the item. Clearly mark the proposed variation in all documentation.

1.7.4.3 Warranting That Variations Are Compatible

When delivering a variation for approval, Contractor warrants that this contract has been reviewed to establish that the variation, if incorporated, will be compatible with other elements of work.

1.7.4.4 Review Schedule Is Modified

In addition to normal submittal review period, a period of 15 working days will be allowed for consideration by the Government of submittals with variations.

1.8 CONTRACTOR'S RESPONSIBILITIES

a. Determine and verify field measurements, materials, field construction criteria; review each submittal; and check and coordinate each submittal with requirements of the work and contract documents.

b. Transmit submittals to the Government in accordance with the approved Submittal Register. To prevent delays in the work, delays to Government, or delays to separate Contractors transmit submittals using ENG FORM 4025 (Transmittal Sheet).

c. Stamp submittal data to certify that the submittal meets contract requirements.

d. Advise Contracting Officer of variation, as required by paragraph entitled "Variations."

e. Correct and resubmit submittal as directed by approving authority. When resubmitting disapproved transmittals or transmittals noted for resubmittal, the Contractor shall provide copy of that previously submitted transmittal including all

SECTION 01 33 00 Page 7 reviewer comments for use by approving authority. Direct specific attention in writing or on resubmitted submittal, to revisions not requested by approving authority on previous submissions.

f. Furnish additional copies of submittal when requested by Contracting Officer, to a limit of 6 copies per submittal.

g. Complete work which must be accomplished as basis of a submittal in time to allow submittal to occur as scheduled.

h. Ensure no work has begun until submittals for that work have been returned as "Approved as submitted" or "Approved, except as noted...", except to the extent that a portion of work must be accomplished as basis of submittal.

1.9 GOVERNMENT'S RESPONSIBILITIES

a. Note date on which submittal was received from Contractor on each submittal.

b. Review each submittal, and check and coordinate each submittal with requirements of work and contract documents.

c. Review submittals for conformance with project design concepts and compliance with contract documents.

d. Act on submittals, determining appropriate action.

(1) When the Contracting Officer's Authorized Representative is the approving authority, take appropriate action on submittal.

(2) When Contracting Officer is approving authority or when variation has been proposed, forward submittal to Memphis District Office, in care of the Construction Branch, with the necessary certifying statement.

e. Ensure that material is clearly legible.

f. When approving authority is Contracting Officer, Wynne Area Office will certify submittals forwarded to Contracting Officer with the following certifying statement:

"I hereby certify that the (equipment) (material) (article) shown and marked in this submittal is that proposed to be incorporated with contract No. W912EQ-__-D-____, is in compliance with the contract drawings and specification, can be installed in the allocated spaces, and is submitted for Contracting Officer approval.

Certified by Submittal Reviewer _____________________, Date _______ (Signature when applicable)

Certified by Area Engineer __________________________, Date ______" (Signature)

Stamp each sheet of each submittal with certifying statement, except that data submitted in bound volume or on one sheet printed on two sides may be stamped on the front of the first sheet only.

SECTION 01 33 00 Page 8

g. When approving authority is the Contracting Officer's Authorized Representative, the Area Engineer will take approval action on ENG FORM 4025 (Transmittal Sheet).

h. Sign certifying statement or ENG FORM 4025 (Transmittal Sheet).

i. Update submittal register as submittal actions occur and maintain the submittal register at project site until final acceptance of all work by Contracting Officer.

j. Retain a copy of approved submittals at project site, including Contractor's copy of approved samples.

k. When approving authority is Contracting Officer, the Government will:

(1) Note date on which submittal was received by Contracting Officer, on each submittal for which the Contracting Officer is approving authority.

(2) Review submittals for approval within scheduling period specified and only for conformance with project design concepts and compliance with contract documents.

(3) Returned submittals with appropriate action indicated.

1.10 FORMAT OF SUBMITTALS

1.10.1 Transmittal Sheet

Transmit each submittal, except sample installations and sample panels, to office of approving authority. Transmittal sheets for all required submittals can be automatically generated from QCS once the Government receives the required submittal register from the Contractor and all adjustments have been made and approved. The transmittal sheet shall identify Contractor, indicate date of submittal, and include information prescribed by transmittal sheet and required in paragraph entitled "Identifying Submittals." Process transmittal sheets to record actions regarding sample panels and sample installations.

1.10.2 Identifying Submittals

Identify submittals, except sample panel and sample installation, with the following information permanently adhered to or noted on each separate component of each submittal and noted on transmittal sheet. Mark each copy of each submittal identically, with the following:

a. Project title and location.

b. Construction contract number.

c. Section number of the specification section by which submittal is required.

d. Submittal description (SD) number of each component of submittal.

e. When a resubmission, add alphabetic suffix on submittal description, for example, SD-10A, to indicate resubmission.

SECTION 01 33 00 Page 9

f. Name, address, and telephone number of subcontractor, supplier, manufacturer and any other second tier Contractor associated with submittal.

g. Product identification and location in project.

Subsequent submittals of the same type (i.e. stone gradation tests) shall be numbered in sequential order and labeled appropriately on the transmittal sheet.

1.11 SUBMISSION AND CONTROL OF SUBMITTALS

1.11.1 Submittals Required from the Contractor

Within 15 calendar days after receipt of notice to proceed, the Contractor shall complete and submit electronically to Mr. Loy A. Hamilton, Area Engineer, Wynne Area Office, 1932 N. Falls Boulevard, P.O. Box 729, Wynne, Arkansas 72396-0729, Loy.A.Hamilton@usace.army.mil, the submittals required in the technical sections of this specification, including shop drawings, product data and samples.

1.11.1.1 Submittal Procedures and Deviations

The Government will further discuss detailed submittal procedures with the Contractor at the Preconstruction Conference. For submittals which include proposed deviations requested by the Contractor, the column "variation" of ENG Form 4025 shall be checked. The Contractor shall set forth in writing the reason for any deviations and annotate such deviations on the submittal. The Government reserves the right to rescind inadvertent approval of submittals containing unnoted deviations.

1.11.1.2 Control of Submittals

The Contractor shall carefully control his procurement operations to ensure that each individual submittal is made on or before the Contractor scheduled submittal date shown on the approved "Submittal Register."

1.11.1.3 O&M Data

Contracting Officer will review and approve the O&M Data to verify the submittals comply with the contract requirements; submit data specified for a given item within 30 calendar days after the item is delivered to the contract site. In the event the Contractor fails to deliver O&M Data within the time limits specified, the Contracting Officer may withhold from progress payments 50 percent of the price of the item with which such O&M Data are applicable.

1.12 SUBMITTAL CLASSIFICATION

Submittals are classified as follows:

1.12.1 Government Approved

Government approval is required for extensions of design, critical materials, deviations, equipment whose compatibility with the entire system must be checked, and other items as designated by the Contracting Officer.

Within the terms of the Contract Clause entitled "SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION-FAR 52.236-21," they are considered to be "shop drawings."

SECTION 01 33 00 Page 10

1.12.2 Information Only

All submittals not requiring Government approval will be for information only. They are not considered to be "shop drawings" within the terms of the Contract Clause referred to above.

1.13 APPROVED SUBMITTALS

The Contracting Officer's approval of submittals shall not be construed as a complete check, but will indicate only that the general method of construction, materials, detailing and other information are satisfactory.

Approval will not relieve the Contractor of the responsibility for any error which may exist, as the Contractor under the CQC requirements of this contract is responsible for design, dimensions, all design extensions, such as the design of adequate connections and details, etc., and the satisfactory construction of all work. After submittals have been approved by the Contracting Officer, no resubmittal for the purpose of substituting materials or equipment will be considered unless accompanied by an explanation of why a substitution is necessary.

1.14 DISAPPROVED SUBMITTALS

The Contractor shall make all corrections required by the Contracting Officer and promptly furnish a corrected submittal in the form and number of copies specified for the initial submittal. If the Contractor considers any correction indicated on the submittals to constitute a change to the contract, a notice in accordance with the Contract Clause "CHANGES" shall be given promptly to the Contracting Officer.

1.15 WITHHOLDING OF PAYMENT

Payment for materials incorporated in the work will not be made if required approvals have not been obtained.

1.16 GENERAL

The Contractor shall make submittals as required by the specifications.

The Contracting Officer may request submittals in addition to those specified when deemed necessary to adequately describe the work covered in the respective sections. Units of weights and measures used on all submittals shall be the same as those used in the contract drawings. Each submittal shall be complete and in sufficient detail to allow ready determination of compliance with contract requirements. Prior to submittal, all items shall be checked and approved by the CQC System Manager and each item shall be stamped, signed, and dated by the CQC System Manager indicating action taken. Proposed deviations from the contract requirements shall be clearly identified. Submittals shall include items such as: Contractor's, manufacturer's, or fabricator's drawings;

descriptive literature including (but not limited to) catalog cuts, diagrams, operating charts or curves; test reports; test cylinders;

samples; O&M manuals (including parts list); certifications; warranties;

and other such required submittals. Submittals requiring Government approval shall be scheduled and made prior to the acquisition of the material or equipment covered thereby. Samples remaining upon completion of the work shall be picked up and disposed of in accordance with manufacturer's Material Safety Data Sheets (MSDS) and in compliance with existing laws and regulations.

SECTION 01 33 00 Page 11

1.17 SUBMITTAL REGISTER

At the end of this section is a submittal register showing items of equipment and materials for which submittals are required by the specifications; this list may not be all inclusive and additional submittals may be required. The Government will provide the initial submittal register in electronic format. Thereafter, the Contractor shall maintain a complete list of all submittals, including completion of all data columns. Dates on which submittals are received and returned by the Government will be tracked. The Contractor shall monitor the progress of all submittals.

1.18 SCHEDULING

Submittals covering component items forming a system or items that are interrelated shall be scheduled to be coordinated and submitted concurrently. Certifications to be submitted with the pertinent drawings shall be so scheduled. Adequate time (a minimum of 21 calendar days exclusive of mailing time) shall be allowed and shown on the register for review and approval. No delay damages or time extensions will be allowed for time lost in late submittals.

1.19 TRANSMITTAL SHEET (ENG FORM 4025)

Transmittal sheets generated from QCS shall be used for submitting both Government approved and information only submittals in accordance with the instructions provided in this section of the specifications. The transmittal sheet shall be properly completed by filling out all the heading blank spaces and identifying each item submitted. Special care shall be exercised to ensure proper listing of the specification paragraph and/or sheet number of the contract drawings pertinent to the data submitted for each item.

1.20 GOVERNMENT APPROVED SUBMITTALS

Upon completion of review of submittals requiring Government approval, the submittals will be identified as having received approval by being so stamped and dated. Three copies of the submittal will be retained by the Contracting Officer and three copies of the submittal will be returned to the Contractor.

1.21 INFORMATION ONLY SUBMITTALS

Normally submittals for information only will not be returned. Approval of the Contracting Officer is not required on information only submittals.

The Government reserves the right to require the Contractor to resubmit any item found not to comply with the contract. This does not relieve the Contractor from the obligation to furnish material conforming to the plans and specifications; will not prevent the Contracting Officer from requiring removal and replacement of nonconforming material incorporated in the work;

and does not relieve the Contractor of the requirement to furnish samples for testing by the Government laboratory or for check testing by the Government in those instances where the technical specifications so prescribe.

1.22 STAMPS

Stamps used by the Contractor on the submittal data to certify that the submittal meets contract requirements shall be similar to the following:

SECTION 01 33 00 Page 12

| CONTRACTOR |

| (Firm Name) | | _____ Approved | | _____ Approved with corrections as noted on submittal data and/or | | attached sheets(s). |

| SIGNATURE: __________________________________________________________ |

| TITLE: ______________________________________________________________ |

| DATE: _______________________________________________________________ |

Stamps used by the Contracting Officer's…