A5 Attachment 4 Revised Section 01 33 00 Submittals.pdf

Big Sandy Dam Reservoir Enlargement Eden Project, Wyoming Solicitation No. 140R4020R0015

Submittals 01 33 00 - 1

SECTION 01 33 00

SUBMITTALS

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

1. Include in prices offered in the Price Schedule for other items of work.

1.02 REFERENCE STANDARDS

A. American Society of Mechanical Engineers (ASME)

1. ASME Y14.1-12 Decimal Inch Drawing Sheet Size and Format

B. National Institute of Building Sciences (NIBS)

1. NIBS NCS-14 United States National CAD Standards, Version 6

1.03 DEFINITIONS

A. Days: Calendar days.

B. Required Submittal Number (RSN): Identifies items to be submitted together as a complete submittal.

C. Submittal Types, as listed in Table 01 33 00A - List of Submittals:

1. A - Action:

a. Government will respond as to adequacy of submittal.

b. Action Submittals: Considered “shop drawings” within the terms of the clause at FAR 52.236-21, Specifications and Drawings for Construction.

2. I - Informational:

a. Government will acknowledge receipt of Informational submittals.

b. Government may reject an Informational submittal when the submittal does not satisfy contract requirements. Contractor shall correct mistakes or deficiencies in rejected Informational submittals and resubmit.

c. Informational Submittals: Considered “shop drawings” within terms of the clause at FAR 52.236-21, Specifications and Drawings for Construction, except that approval by Government is not required.

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1.04 SUBMITTAL REQUIREMENTS

A. In case of conflict between requirements of this section and requirements included elsewhere in these specifications, requirements included elsewhere take precedence.

B. General:

1. Prepare in English.

2. Label with contract number and title, and RSN.

3. Measurement Units: US Customary Units.

4. Provide a unique transmittal number for each submittal.

C. Drawings:

1. Minimum Identification in Title Block:

a. Contract number and title.

b. Contractor’s or supplier’s title and drawing number.

c. Date.

2. Reserve 3 inch by 3 inch space next to title block for review stamps.

3. Size:

a. D size (22 inches by 34 inches) as defined by ASME Y14.1.

b. Half size (11 inch by 17 inch).

4. Draw to scale using computer drafting or drafting equipment, unless otherwise specified.

a. Computer drafted drawings:

1) In accordance with NIBS NCS.

2) Electronic file format: Compatible with AUTOCAD, Version

2015 or later.

3) Compile using “eTransmit” utility in AUTOCAD.

b. Drawing prepared with drafting equipment, when allowed: Lettering shall be neat.

5. Drawings Designated as “Government Format” in Specifications:

a. Computer drafted.

b. Government will provide electronic AutoCAD format template.

c. Title block and sheet format:

1) As shown on standard drawing 40-D-7102.

2) Government will supply template.

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3) Government will provide specific title block information to be used.

6. Final Drawings:

a. Computer drafted.

b. Government will provide electronic AutoCAD format template.

c. Show as-built changes, including revision dates, made during installation.

Indicate changes by clouding.

7. Electronic Files: On CD or DVD discs or other electronic file transfer means approved by the COR.

D. Product Data:

1. Mark manufacturer's data for commercial products or equipment, such as catalog cut sheets.

a. Identify manufacturer's name, type, model, size, and characteristics.

b. Illustrate that product or equipment meets requirements of specifications.

c. Mark items to be furnished in a manner that will photocopy (no highlighter).

d. Strike through items that do not apply.

e. Submittals containing superfluous information will be returned to the

Contractor for revision without further review.

E. Certifications:

1. Certifications by a Registered Professional: Signed and sealed by registered professional.

2. Manufacturer’s Certifications: Signed by authorized representative of manufacturer.

F. Manuals:

1. Copies:

a. Printed copies: Bound and indexed.

b. Electronic copies: Adobe pdf on CD or DVD discs.

1) Bookmark longer files to assist in navigating file.

2. Contents:

a. Parts identification lists, lists of special tools, and accessories.

b. Schematics and wiring diagrams.

c. Detailed instructions for installing, operating, lubricating, and maintaining equipment.

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d. As-built drawings, photographs, and test records or reports as required by the specifications.

G. Digital Pictures:

1. Digital: High resolution digital color for each listed view.

a. Caption with date.

1) Include contract name.

2. Include digital files on CD, DVD, or flash drive in .jpeg or similar format.

3. Digital files may be submitted using alternate methods to CD, DVD, or flash drive with COR approval.

H. Sample Submittals:

1. Label with complete manufacturer's product identification.

2. Include type and quantity of materials specified in the referenced section in each

“set” of samples.

3. Samples: Representative of product to be installed.

4. Label each sample or sample kit with contract number and title.

1.05 SUBMITTALS PROCEDURES

A. Submit only checked submittals. Submittals without evidence of Contractor's approval will be returned for resubmission.

B. Submit complete sets of required materials for each RSN as specified in “Submittals

Required” column in Table 01 33 00A - List of Submittals. A complete set includes listed items for RSNs with multiple parts.

C. Submit sets specified in “Sets to be sent:” columns in Table 01 33 00A - List of

Submittals.

1. Electronic submittals:

a. In Portable Document Format (.pdf).

b. Include RSN transmittal letter.

c. Do not include Personally Identifiable Information (PII) in electronic submittals.

d. Submittal method (sized based):

1) Government can receive e-mails up to 10 MB. Receipt of e-mails exceeding 10 MB (extra-large) may be possible. Extra-large electronic submittals may occur only after the process and size limit for transmittal of extra-large electronic submittals have been verified by COR.

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2) Submittals too large to be electronic transmittal: CD or DVD or by other means approved by the COR.

D. Include the following information in transmittal letters:

1. Contract number and title.

2. RSN for each attached submittal.

3. Responsible code.

4. Identify submittal as initial or resubmittal.

E. Resubmittal of submittals not approved:

1. Mark changes such that they are readily identifiable and show revision date.

2. Describe reasons for significant changes in transmittal letter.

3. Resubmit returned submittals within 14 days after receiving the comments, unless otherwise directed.

4. Requirements for initial submittals apply to resubmittals.

F. More than one RSN may be submitted under a transmittal letter, provided responsible code is same.

1.06 REVIEW OF SUBMITTALS

A. Time Required:

1. Submittal review will require 28 days for review of each submittal or resubmittal, unless otherwise specified.

2. Time required for review of each submittal or resubmittal begins when complete sets of materials required for a particular RSN are received and extends through return mailing date.

B. Time in Excess of Specified:

1. CO may extend contract completion date to allow additional time for completing work affected by excess review time.

a. Time extension will be to extent that excess review time caused delay to contract completion date.

b. Time extension will not exceed time used in excess of specified number of days for review of submittals or resubmittals.

c. Concurrent days of excess review time resulting from review of 2 or more separate submittals or resubmittals will be counted only once in extending contract completion date.

2. No time extension will be allowed if Contractor fails to make complete action submittals in sequence and within time periods specified.

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3. Adjustment for delay will be made only to extent that:

a. Approval was required under the contract, and requests for approval were properly and timely submitted and were approved.

4. Adjustment will be subject to terms of paragraphs (b) and (c) of the clause at FAR

52.242-14, Suspension of Work; however, no such delay shall be deemed to be a “suspension order” as the term is used in that clause. Adjustment will be subject to terms of clause at FAR 52.242-17, Government Delay of Work.

C. Return of Submittals:

1. Return of submittals will be electronic response or by hard copy, as applicable.

2. Action Submittals: Submittals required for action will be returned either approved, approved with comments, or not approved.

a. Revise and resubmit submittals not approved.

b. Do not modify approved submittals without approval of CO.

c. Resubmit any qualifications for any previously approved Submittal.

3. Informational Submittals: Government will acknowledge Informational submittals.

a. Informational submittals will not be returned when they satisfy contract requirements.

b. Informational submittals that do not satisfy contract requirements may be returned for resubmittal or additional information may be requested.

1.07 TRANSMITTAL

A. Addresses for codes receiving paper copy submittals listed in Table 01 33 00A - List of

Submittals:

1. Contracting Officer, Bureau of Reclamation, 125 South State Street, Room 8100, Salt Lake City, Utah 84138-1147.

2. Contracting Officer’s Representative, Bureau of Reclamation, 302 East 1860

South, Provo, Utah 84606-7317.

3. Technical Service Center (TSC), Bureau of Reclamation, Attn: 86-681608510, P.O. Box 25007, Denver CO 80225-0007; Express Mail: Sixth and Kipling, Building 67, Room 152.

B. Electronic submittals listed in Table 01 33 00A – List of Submittals:

1. Government contact information will be provided to the Contractor after award.

C. Send original transmittal letter with appropriate number of sets to office listed in

“Responsible Code” column in Table 01 33 00A - List of Submittals.

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1. Responsible codes starting with “86-6” are located in Technical Service Center.

Send these submittals to TSC address shown above.

D. Send copy of transmittal letter with appropriate number of sets to offices that are not responsible code, but show “Sets to be sent” in Table 01 33 00A - List of Submittals.

E. When “Sets to be sent” is 0, send a copy of transmittal letter to that office.

F. Submittals required by specifications, but not listed in Table 01 33 00A - List of

Submittals:

1. Submit in accordance with this section.

2. Submit to COR, unless otherwise specified.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

Table 01 33 00A. - List of Submittals

* Submittal Types: A - Action, I - Information ** CO indicates Contracting Officer, COR indicates Contracting Officer’s Representative, and TSC indicates Technical Service Center. Electronic indicates electronic submittal.

*** Include one hard copy of each submittal.

RSN

Clause or

Section Title

Submittals required

Due date or delivery time

Type

Respon-sible code

No. of sets to be sent to: **

CO COR

*** TSC

01 14 10-1 Use of Site Land Use And Landscape Rehabilitation Plan

At least 28 days before use of Government land

A COR Electronic

01 31 19-1 Project Management and Coordination

Written Summary of Work

Monthly A COR Electronic

01 32 10-1 Construction Program

Representative Information

Within 7 days after receipt of Notice of Award

A COR 1 1 1

01 32 10-2 Construction Program

Baseline Schedule Within 21 days after receipt of Notice to Proceed

A COR 1 1 1

01 32 10-3 Construction Program

Updated Schedule Reports

With monthly requests for progress payments

I COR Electronic

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** CO indicates Contracting Officer, COR indicates Contracting Officer’s Representative, and TSC indicates or

Respon-sible code

No. of sets to be sent to: **

CO COR

*** TSC

01 32 10-4 Construction Program

Time Impact Analysis

Within 28 days after the CO directs a contract change with schedule impacts.

Or With proposal for future modification, value engineering proposal, or request or claim for equitable adjustment to the contract

A COR 0 3 5

01 35 10-1 Safety Data Sheets

Complete LHM And SDS

At least 14 days before jobsite delivery of hazardous material

A COR Electronic

01 35 10-2 Safety Data Sheets

Updated LHM And

SDS

At least 14 days before jobsite delivery of hazardous material not previously listed

A COR Electronic

01 35 20-1 Safety and Health

Safety Program Submitted and accepted before beginning onsite work. See Section 3 of

RSHS

A COR Electronic

01 35 20-2 Safety and Health

Certificates Submitted and accepted at least 28 days before beginning onsite work

A COR Electronic

01 35 20-3 Safety and Health

Monthly Reports Monthly A COR Electronic

01 35 30-1 Contractor‘s Onsite Safety Personnel

Resumes Prior to employment I COR 1 1 0

01 35 30-2 Contractor’s Onsite Safety Personnel

Safety Inspection Reports

At least once each week I COR Electronic

01 46 00-1 Quality Procedures

Contractor Field Quality Testing Plan

At least 21 days before beginning onsite work

A COR Electronic

01 52 10-1 Field Office Delivery Schedule At least 21 days before beginning onsite work

I COR Electronic

01 52 10-2 Field Office Office Equipment At least 21 days before beginning onsite work

A COR Electronic

01 55 00-1 Vehicular Access and Parking

Temporary Bridge Design

At least 21 days before beginning onsite work

A 86-68150 Electronic

Eden Project, Wyoming Solicitation No. 140R4020R0015

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** CO indicates Contracting Officer, COR indicates Contracting Officer’s Representative, and TSC indicates or

Respon-sible code

No. of sets to be sent to: **

CO COR

*** TSC

01 55 00-2 Vehicular Access and Parking

Initial Digital Recording

At least 21 days before beginning onsite work

A COR Electronic

01 55 00-3 Vehicular Access and Parking

Post Construction Digital Recording

At least 21 days before leaving site

A COR Electronic

01 55 00-4 Vehicular Access and Parking

Post Repair Digital Recording

Within 14 days of making repairs

A COR 1 1 0

01 55 20-1 Traffic Control Traffic Control Plan At least 35 days before affecting public traffic

A COR 1 1 0

01 56 10-1 Protection of Existing Installations

Plan for Protecting Existing Installations

At least 28 days before start of onsite construction work

A COR Elec-tronic

1 0

01 56 10-2 Protection of Existing Installations

Outlet Works Interior Existing Conditions Recording

At least 14 days before beginning excavation adjacent to outlet works

A COR 0 1 0

01 56 10-3 Protection of Existing Installations

Outlet Works Exterior Existing Conditions Recording

Within 3 days after completing excavation adjacent to outlet works

A COR 0 1 0

01 57 20-1 Environmental Controls

Copy of applicable Air Quality Permit

At least 28 days before beginning onsite work

A COR Electronic

01 57 30-1 Water Pollution Control

Pollution Prevention Plan

At least 28 days before start of onsite construction work

A COR Electronic

01 57 30-2 Water Pollution Control

Spill Prevention, Control, and Countermeasure (SPCC) Plan

At least 28 days before delivery or storage of oil

A COR Electronic

01 57 50-1 Tree and Plant Protection

Protection Plan At least 28 days before commencing on site construction work

A COR 0 1 0

01 71 20-1 Surveying Surveying Plan At least 28 days before beginning survey work

A COR Electronic

01 71 20-2 Surveying Resumes At least 28 days before beginning survey work;

At least 28 days before personnel change

A COR 1 1 0

01 71 20-3 Surveying Accuracy Check Results

At least 14 days before beginning survey work

A COR Electronic

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** CO indicates Contracting Officer, COR indicates Contracting Officer’s Representative, and TSC indicates or

Respon-sible code

No. of sets to be sent to: **

CO COR

*** TSC

01 71 20-4 Surveying Completed And Reduced Survey Notes

Within 2 days of completing and reducing notes

I COR Electronic

01 71 20-5 Surveying Quantity Survey Notes And Computations

Accompanying progress payment requests

I COR Electronic

01 71 20-6 Surveying Workday's Survey Notes

At conclusion of workday when requested by Government

I COR Electronic

01 74 00-1 Cleaning and Waste Management

Waste Production And Disposal Plan

At least 28 days before starting onsite work

A COR Electronic

01 74 00-2 Cleaning and Waste Management

Waste Production And Disposal Records

Within 7 days of waste disposal

I COR Electronic

01 74 00-3 Cleaning and Waste Management

Environmental Consultant Resume

At least 35 days before beginning environmental assessment

I COR 0 1 0

01 74 00-4 Cleaning and Waste Management

Environmental Site Assessment

Within 14 days of completion of work

I COR Electronic

01 78 30-1 Project Record Documents

Final As-built Drawings

Within 14 days of completion of work

I COR Electronic

02 41 07-1 Removal and Disposal of Existing Features

Removal and Disposal of Existing Features Plans

At least 28 days before beginning removal and disposal of existing features

A COR Electronic

02 41 10-1 Removal of Existing Concrete Structures

Removal of Existing Concrete Structures Plan

At least 28 days before beginning removal of existing concrete structures

A COR Electronic

02 41 10-2 Removal of Existing Concrete Structures

Plan for Breaking Removed Concrete

At least 28 days before beginning breaking removed concrete

A COR Electronic

03 15 12-1 PVC Waterstop Purchase Orders At least 28 days before furnishing PVC waterstop

I COR Electronic

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** CO indicates Contracting Officer, COR indicates Contracting Officer’s Representative, and TSC indicates or

Respon-sible code

No. of sets to be sent to: **

CO COR

*** TSC

03 15 12-2 PVC Waterstop Samples At least 28 days before furnishing PVC waterstop

A COR 0 1 1

03 15 12-3 PVC Waterstop Certification At least 28 days before furnishing PVC waterstop

A COR Electronic

03 15 12-4 PVC Waterstop Instructions At least 28 days before furnishing PVC waterstop

I COR Electronic

03 15 14-1 PVC Retro-Fit Waterstop

Approval Data At least 28 days before furnishing PVC retro-fit waterstop

A COR Electronic

03 15 14-2 PVC Retro-Fit Waterstop

Instructions At least 28 days before furnishing PVC retro-fit waterstop

I COR Electronic

03 15 17-1 Hydrophilic Strip Waterstop

Product Data At least 28 days before furnishing hydrophilic strip waterstop

A 86-68130 Electronic

03 20 00-1 Concrete Reinforcing

Reinforcement Diagrams and Lists

At least 28 days before beginning reinforcing fabrication and placement

A 86-68130 Electronic

03 20 30-1 Grouted Anchor Bars

Qualifications At least 28 days before beginning grouted anchor bars installation

A COR Electronic

03 20 30-2 Grouted Anchor Bars

Approval Data At least 28 days before beginning grouted anchor bars installation

A COR Electronic

03 20 30-3 Grouted Anchor Bars

Instructions At least 28 days before beginning grouted anchor bars installation

I COR Electronic

03 20 30-4 Grouted Anchor Bars

Pull Out Test Procedures

At least 28 days before beginning grouted anchor bars installation

A COR Electronic

03 20 30-5 Grouted Anchor Bars

Test Data and Results

Within 1 day after completing each test

I COR Electronic

03 30 00-1 Cast-In-Place Concrete

Approval Data At least 28 days before beginning concrete placement

A 86-68530 Electronic

03 30 00-2 Cast-In-Place Concrete

Concrete Placement Drawings

At least 28 days before beginning concrete placement

A 86-68130 Electronic

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** CO indicates Contracting Officer, COR indicates Contracting Officer’s Representative, and TSC indicates or

Respon-sible code

No. of sets to be sent to: **

CO COR

*** TSC

03 30 00-3 Cast-in-Place Concrete

Concrete Placement Schedule

At least 28 days before beginning concrete placement

A 86-68130 Electronic

03 30 00-4 Cast-In-Place Concrete

RSMC Temperature Control Plan

At least 28 days before beginning concrete placement

A 86-68530 Electronic

03 30 00-5 Cast-In-Place Concrete

Certifications At least 28 days before beginning concrete placement

A 86-68530 Electronic

03 30 00-6 Cast-In-Place Concrete

Estimating Concrete Strength by Maturity Method Plan

At least 28 days before beginning concrete placement

A 86-68530 Electronic

03 30 00-7 Cast-In-Place Concrete

Cementitious Materials Certification and Test Reports

At least 28 days before beginning concrete placement

I 86-68530 Electronic

03 30 00-8 Cast-In-Place Concrete

Test Reports Within 2 days of completing each test

I COR Electronic

03 62 20-1 Nonshrink Grout for Equipment and Metalwork

Packaged Nonshrink Grout Data

At least 28 days before using packaged nonshrink grout

A COR Electronic

03 81 10-1 Concrete Removal

Concrete Removal Plan

At least 28 days before beginning concrete removal

A COR Electronic

03 81 14-1 Concrete Repair

Material Approval Data

At least 28 days before beginning concrete repair

A 86-68530 Electronic

03 81 14-2 Concrete Repair

Applicator’s References and Qualifications

At least 28 days before beginning concrete repair

A 86-68530 Electronic

03 81 14-3 Concrete Repair

Placement Plan At least 28 days before beginning concrete repair

A 86-68530 Electronic

31 03 10-1 Diversion and Care of Reservoir Releases During Construction

Water Control Plan At least 28 days before beginning onsite work

A COR Electronic

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** CO indicates Contracting Officer, COR indicates Contracting Officer’s Representative, and TSC indicates or

Respon-sible code

No. of sets to be sent to: **

CO COR

*** TSC

31 03 33-1 Removal of Water from Excavation

Removal of Water from Excavation Plan

At least 28 days before beginning onsite work

A COR Electronic

31 09 12-1 Embankment Measurement Points

Survey Reports and Drawings

Within 14 days after completing installation

I COR Electronic

31 09 22-1 Protecting Existing Instrumentation

Protecting Existing Instrumentation Plan

At least 28 days before beginning onsite work

A COR Electronic

31 09 22-2 Protecting Existing Instrumentation

Surveys Within 7 days after completing each survey

I COR Electronic

31 23 02-1 Compacting Earth Materials

Test Results Within 1 day after completing each test

I COR Electronic

31 23 11-1 Earthwork for Structures

Compacted Backfill Construction Plan

At least 28 days before beginning onsite work

A 86-68312 Electronic

31 23 14-1 Excavating Existing Dam Slope Protection Material

Excavating and Stockpiling Existing Dam Slope Protection Material Plan

At least 28 days before beginning excavating existing dam slope protection material

A COR Electronic

31 23 16-1 Excavation of Existing Embankments and Foundation

Excavation Plan At least 28 days before beginning excavation of existing embankments and foundation

A COR Electronic

31 23 19-1 Excavation from Borrow

Borrow Area Use Plan

At least 28 days before beginning excavation from borrow

A COR Electronic

31 23 70-1 Controlled Low Strength Material

(CLSM)

Approval Data At least 28 days before beginning placement of controlled low strength material

A COR Electronic

31 23 70-2 Controlled Low Strength Material

(CLSM)

Contractor Field Quality Testing Results

Within 1 day after completing each test

I COR Electronic

31 24 12-1 General Earthfill Construction

Embankment Construction Plan

At least 28 days before beginning onsite work

A 86-68312 Electronic

31 24 14-1 Filter, Zone 2A Material

Certifications and Laboratory Test Results

At least 28 days before furnishing filter, zone 2A material

A 86-68312 Electronic

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** CO indicates Contracting Officer, COR indicates Contracting Officer’s Representative, and TSC indicates or

Respon-sible code

No. of sets to be sent to: **

CO COR

*** TSC

31 24 15-1 Gravel Drain, Zone 3A Material

Certifications and Laboratory Test Results

At least 28 days before furnishing gravel drain, zone 3A material

A 86-68312 Electronic

31 32 32-1 Geotextile Manufacturer’s Certification

At least 28 days before furnishing geotextile

I 86-68540 Electronic

31 32 32-2 Geotextile Samples At least 28 days before furnishing geotextile

A 86-68540 0 1 1

31 32 32-3 Geotextile Protection Method At least 28 days before furnishing geotextile

A 86-68540 Electronic

31 33 13-1 Spillway Anchors

Resumes At least 28 days before beginning installation

A 86-68312 0 1 1

31 33 13-2 Spillway Anchors

Manufacturer’s Product Data and Installation Plan

At least 28 days before beginning installation

A 86-68312 Electronic

31 33 13-3 Spillway Anchors

Soil Nail, Soil Anchor, and Strand Anchor Certification

At least 28 days before beginning installation

I 86-68312 Electronic

31 33 13-4 Spillway Anchors

Spillway Anchor Bar Tensioning and Testing Plan

At least 28 days before beginning installation

A 86-68312 Electronic

31 33 13-5 Spillway Anchors

Packaged Non- Shrink Grout Data

At least 28 days before beginning installation

A 86-68312 Electronic

31 33 13-6 Spillway Anchors

Grout Testing Program

At least 28 days before beginning installation

A 86-68312 Electronic

31 33 13-7 Spillway Anchors

Baseline Survey Within 2 days of completing survey and prior to any tensioning

I COR Electronic

31 33 13-8 Spillway Anchors

Intermediate and Final Surveys

Within 2 days of completing each survey

I COR Electronic

31 56 20-1 Cement- Bentonite Cutoff Wall

Qualifications At least 28 days before beginning cutoff wall construction

A 86-68312 0 1 1

31 56 20-2 Cement- Bentonite Cutoff Wall

Cement-Bentonite Cutoff Wall Plan

At least 28 days before beginning cutoff wall construction

A 86-68312 Electronic

31 56 20-3 Cement- Bentonite Cutoff Wall

Material Approval Data

At least 28 days before beginning cutoff wall construction

A 86-68312 Electronic

31 56 20-4 Cement- Bentonite Cutoff Wall

Calibration Certifications

At least 28 days before beginning cutoff wall construction

A 86-68312 Electronic

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** CO indicates Contracting Officer, COR indicates Contracting Officer’s Representative, and TSC indicates or

Respon-sible code

No. of sets to be sent to: **

CO COR

*** TSC

31 56 20-5 Cement- Bentonite Cutoff Wall

Mix Design At least 28 days before beginning cutoff wall construction

A 86-68312 Electronic

31 56 20-6 Cement- Bentonite Cutoff Wall

Laboratory Test Results

Within 1 day after completing each test

I COR Electronic

32 15 10-1 Gravel Surfacing

Certification At least 28 days before furnishing gravel surfacing

I COR Electronic

32 31 10-1 Chain Link Fence

Certifications At least 28 days before furnishing chain link fence materials

I 86-68120 Electronic

32 92 20-1 Seeding Seeding Plan At least 28 days before furnishing seed

A COR Electronic

32 92 20-2 Seeding Certifications At least 28 days before furnishing seed

I COR Electronic

33 11 18-1 HDPE Pipe Approval Data At least 28 days before furnishing HDPE pipe

A 86-68130 Electronic

33 11 18-2 HDPE Pipe Certification At least 28 days before furnishing HDPE pipe

I 86-68130 Electronic

33 11 18-3 HDPE Pipe Fusion Procedures At least 28 days before furnishing HDPE pipe

A 86-68130 Electronic

33 11 18-4 HDPE Pipe Pipe Acceptance At least 7 days before beginning concrete encasement

I COR Electronic

33 11 18-5 HDPE Pipe Pipe Measurements Within 7 days after completing pipe installation and concrete encasement

I COR Electronic

33 46 36-1 Toe Drains Approval Data At least 28 days before furnishing toe drain pipe

A 86-68312 Electronic

33 46 36-2 Toe Drains Certifications At least 28 days before furnishing toe drain pipe

I 86-68312 Electronic

33 46 36-3 Toe Drains Samples At least 28 days before furnishing toe drain pipe

A 86-68312 0 3 3

33 46 36-4 Toe Drains Inspection Videos Within 7 days after completing each video

I COR 0 1 1

35 22 10-1 Slide Gate and Actuator

Approval Data At least 28 days before beginning installation

A 86-68420 Electronic

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** CO indicates Contracting Officer, COR indicates Contracting Officer’s Representative, and TSC indicates or

Respon-sible code

No. of sets to be sent to: **

CO COR

*** TSC

35 22 10-2 Slide Gate and Actuator

Final Material Within 14 days after completing installation

I 86-68420 Electronic

END OF SECTION