RFP_Specifications_Lowell_Creek.pdf

REQUEST FOR PROPOSAL

US Army Corps of Engineers Alaska District

SEW016

(P2N 134737)

LOWELL CREEK TUNNEL REPAIRS

SEWARD, ALASKA

W911KB-16-R-0008

RFP

April 14, 2016

(INTENTIONALLY LEFT BLANK)

RFP LOWELL CREEK TUNNEL REPAIRS SEW016

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 19 40.00 29 SPECIAL ITEMS (CIVIL WORKS)

01 22 00.00 10 PRICE AND PAYMENT PROCEDURES

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.10 10 QUALITY CONTROL SYSTEM (QCS)

01 45 04.00 29 CONTRACTOR QUALITY CONTROL

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 20.01 29 ENVIRONMENTAL PROTECTION

01 57 34.00 29 STORM WATER POLLUTION PREVENTION MEASURES

01 78 00 CLOSEOUT SUBMITTALS

DIVISION 03 - CONCRETE

03 20 00.00 10 CONCRETE REINFORCING

03 31 01.00 10 CAST-IN-PLACE STRUCTURAL CONCRETE FOR CIVIL WORKS

03 37 13 SHOTCRETE

03 39 00.00 10 CONCRETE CURING

DIVISION 05 - METALS

05 50 13 MISCELLANEOUS METAL FABRICATIONS

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 19 40.00 29

SPECIAL ITEMS (CIVIL WORKS)

PART 1 GENERAL

1.1 SCOPE

1.2 REFERENCES

1.3 SUBMITTALS

1.4 ACCIDENT PREVENTION PLAN

1.5 FIRE SAFETY

1.6 UTILITIES

1.7 DISPOSITION OF MATERIALS

1.7.1 Salvageable Material

1.8 TESTS

1.9 WATER DIVERSION

1.10 Radio Communications

1.11 SCHEDULING OF WORK

1.12 SPECIAL CONSIDERATION

1.13 REFERENCE DOCUMENTS

1.14 WARRANTY OF CONSTRUCTION

1.14.1 Failures

1.15 CAMP FACILITIES

1.16 ACCOMMODATIONS FOR GOVERNMENT REPRESENTATIVES

1.17 PARTNERING

1.18 EQUIPMENT

1.19 HAUL ROADS AND LOADING RAMPS

1.20 BLASTING

1.21 ATTACHMENT

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

-- End of Section Table of Contents --

Section 01 19 40.00 29 Page 1

SECTION 01 19 40.00 29

SPECIAL ITEMS (CIVIL WORKS)

PART 1 GENERAL

1.1 SCOPE

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

1.2 REFERENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

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 Section 01 33 00 SUBMITTAL PROCEDURES:

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

SD-01 Preconstruction Submittals

Accident Prevention Plan (APP); G

Equipment Schedule

Water Diversion Plan; G

The procedures proposed for the accomplishment of the work.

1.4 ACCIDENT PREVENTION PLAN

The Accident Prevention Plan (APP) requirements listed in this section supplement those for the APP submittal discussed in Section 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS and EM 385-1-1.

1.5 FIRE SAFETY

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

1.6 UTILITIES

No Government-furnished utilities are available for Contractor use at the site of the work. Electrical power is available near the water tank

Section 01 19 40.00 29 Page 2 approximately 150 feet from the tunnel entrance and along the road near the tunnel outlet. Use of these utilities must be coordinated with the City of Seward.

1.7 DISPOSITION OF MATERIALS

Combustible and noncombustible waste material shall be disposed of off-site.

No burning will be permitted.

1.7.1 Salvageable Material

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

1.8 TESTS

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

CONTRACTOR QUALITY CONTROL.

1.9 WATER DIVERSION

Lowell Creek must be temporarily diverted, and the portions of tunnel requiring repair dewatered, for construction work. The Contractor shall submit a water diversion plan for Government review. Approval of the diversion plan by the Contracting Officer shall be obtained a minimum of 15 working days prior to start of work. If water is diverted down the storm drain along Jefferson Street, the trash gate at the headworks manhole shall be removed to prevent icing. Design capacity of the storm drain along Jefferson Street is 25 cfs (cubic feet per second), but has not been verified.

1.10 Radio Communications

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

1.11 SCHEDULING OF WORK

Work shall be scheduled to start to take advantage of winter low flows.

Flow data and flow estimates are provided in TABLE 1 for information purposes only. The Contractor is cautioned that this flow data was never validated and is based on a short, 3-year, period of record.

TABLE 1

STREAMFLOW DATA

LOWELL CREEK NEAR SEWARD, AK

MEASURED FLOW DATA

Min. Avg. Max.

(cfs) (cfs) (cfs) Dec 1965 1.5 3.8 5.8 Jan 1966 1.0 1.7 3.0 Feb 1966 2.1 3.0 4.7 Mar 1966 1.5* 2.0* 2.6*

Section 01 19 40.00 29 Page 3

Dec 1966 8.0 9.3 11.0 Jan 1967 4.7 6.7 8.0 Feb 1967 3.5 3.6 4.7 Mar 1967 3.5* 3.5* 3.5*

Dec 1968 11.0 16.3 26.0 Jan 1968 8.4 9.5 12.0 Feb 1968 6.2 10.6 38.0 Mar 1968 6.5* 10.1 24.0

Q mean - Dec 6.4 CFS Computed discharge based on guidelines Q mean - Jan 4.0 CFS for estimating streamflow, Water Q mean - Feb 4.0 CFS Resources Atlas, Department of Q mean - Mar 3.2 CFS Agriculture, Juneau, Alaska.

*Estimated Flows

1.12 SPECIAL CONSIDERATION

The Contractor shall maintain responsibility for concrete delivery to the project site. Winter concrete truck access to the tunnel entrance area is uncertain and will require special attention by the Contractor. Snow drifting and icing at tunnel entrance occurs during winter months. Snow avalanches and rock slides from the slope above the tunnel entrance, and the slope opposite the tunnel entrance, are a hazard.

1.13 REFERENCE DOCUMENTS

Additional photographs from previous repairs and from recent tunnel inspections are available for review at the Alaska District Engineers Office, 2204 Third Street, JBER, Alaska by contacting Donna West at (907) 753-2761. A report prepared after the 1984 tunnel repairs is attached to this Section. This report is provided for information only and the information and opinions stated therein shall not be considered to contradict the remainder of the contract documents.

1.14 WARRANTY OF CONSTRUCTION

See FAR 52.246-21, Warranty of Construction in SECTION 00 72 00.

1.14.1 Failures

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

Section 01 19 40.00 29 Page 4

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

JBER, Alaska 99506-6898

1.15 CAMP FACILITIES

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

1.16 ACCOMMODATIONS FOR GOVERNMENT REPRESENTATIVES

The Contractor shall furnish suitable separate living facilities near the job site to be used as quarters for the Government representatives regularly employed at the job site, and located separately from the Contractor's area. Quarters furnished shall be equivalent in quality to the quarters furnished to the Contractor's supervisory personnel. The facilities shall meet all prescribed safety, sanitation and health requirements. All costs shall be borne by the Contractor and included in the contract price. The facilities shall be subject to the approval of the Contracting Officer and shall meet or exceed the following requirements:

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

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

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

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

e. A day room equipped with chairs, couch, and a color television.

Television shall be provided with locally available cable service, internet access, and clear reception of basic, locally available channels.

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

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

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

1.17 PARTNERING

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

Section 01 19 40.00 29 Page 5 completion within budget, on schedule, and in accordance with plans and specifications.

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

1.18 EQUIPMENT

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

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

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

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

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

PLANT AND EQUIPMENT SCHEDULE

(To Be Submitted as Indicated)

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

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

1.19 HAUL ROADS AND LOADING RAMPS

The use of existing roads for hauling shall be coordinated with Federal, State and Local agencies. It shall be the Contractor's responsibility to acquire all permits and easements for use of existing roads or for construction of new haul roads and loading ramps. Prior to construction of any haul road or use of existing roads, the Contractor shall submit to the Contracting Officer, for information, a haul road plan demonstrating that the road(s) will meet the safety requirements of EM 385-1-1. Upon completion of the project, the Contractor shall remove all haul roads and

Section 01 19 40.00 29 Page 6 loading ramps it built within the project area, to the satisfaction of the Contracting Officer. Any temporary fill used for these facilities shall be removed and placed in an acceptable disposal area. Any existing access roads shall be left in as good condition as when work started.

1.20 BLASTING

No blasting will be allowed.

1.21 ATTACHMENT

(1) Lowell Creek Tunnel Repair Report Jan-Mar 1984

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

Section 01 19 40.00 29 Page 7

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

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

SUBJECT: Warranty Provisions, Contract

GENTLEMEN:

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

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

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

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

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

___________________________________ Telephone Number:

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

Section 01 19 40.00 29 Page 8

RFP LOWELL CREEK TUNNEL REPAIRS

Section 01 19 40.00 29 Attachment (1) Page 1 of 57

Section 01 19 40.00 29 Attachment (1) Page 2 of 57

Section 01 19 40.00 29 Attachment (1) Page 3 of 57

Section 01 19 40.00 29 Attachment (1) Page 4 of 57

Section 01 19 40.00 29 Attachment (1) Page 5 of 57

Section 01 19 40.00 29 Attachment (1) Page 6 of 57

Section 01 19 40.00 29 Attachment (1) Page 7 of 57

Section 01 19 40.00 29 Attachment (1) Page 8 of 57

Section 01 19 40.00 29 Attachment (1) Page 9 of 57

Section 01 19 40.00 29 Attachment (1) Page 10 of 57

Section 01 19 40.00 29 Attachment (1) Page 11 of 57

Section 01 19 40.00 29 Attachment (1) Page 12 of 57

Section 01 19 40.00 29 Attachment (1) Page 13 of 57

Section 01 19 40.00 29 Attachment (1) Page 14 of 57

Section 01 19 40.00 29 Attachment (1) Page 15 of 57

Section 01 19 40.00 29 Attachment (1) Page 16 of 57

Section 01 19 40.00 29 Attachment (1) Page 17 of 57

Section 01 19 40.00 29 Attachment (1) Page 18 of 57

Section 01 19 40.00 29 Attachment (1) Page 19 of 57

Section 01 19 40.00 29 Attachment (1) Page 20 of 57

Section 01 19 40.00 29 Attachment (1) Page 21 of 57

Section 01 19 40.00 29 Attachment (1) Page 22 of 57

Section 01 19 40.00 29 Attachment (1) Page 23 of 57

Section 01 19 40.00 29 Attachment (1) Page 24 of 57

Section 01 19 40.00 29 Attachment (1) Page 25 of 57

Section 01 19 40.00 29 Attachment (1) Page 26 of 57

Section 01 19 40.00 29 Attachment (1) Page 27 of 57

Section 01 19 40.00 29 Attachment (1) Page 28 of 57

Section 01 19 40.00 29 Attachment (1) Page 29 of 57

Section 01 19 40.00 29 Attachment (1) Page 30 of 57

Section 01 19 40.00 29 Attachment (1) Page 31 of 57

Section 01 19 40.00 29 Attachment (1) Page 32 of 57

Section 01 19 40.00 29 Attachment (1) Page 33 of 57

Section 01 19 40.00 29 Attachment (1) Page 34 of 57

Section 01 19 40.00 29 Attachment (1) Page 35 of 57

Section 01 19 40.00 29 Attachment (1) Page 36 of 57

Section 01 19 40.00 29 Attachment (1) Page 37 of 57

Section 01 19 40.00 29 Attachment (1) Page 38 of 57

Section 01 19 40.00 29 Attachment (1) Page 39 of 57

Section 01 19 40.00 29 Attachment (1) Page 40 of 57

Section 01 19 40.00 29 Attachment (1) Page 41 of 57

Section 01 19 40.00 29 Attachment (1) Page 42 of 57

Section 01 19 40.00 29 Attachment (1) Page 43 of 57

Section 01 19 40.00 29 Attachment (1) Page 44 of 57

Section 01 19 40.00 29 Attachment (1) Page 45 of 57

Section 01 19 40.00 29 Attachment (1) Page 46 of 57

Section 01 19 40.00 29 Attachment (1) Page 47 of 57

Section 01 19 40.00 29 Attachment (1) Page 48 of 57

Section 01 19 40.00 29 Attachment (1) Page 49 of 57

Section 01 19 40.00 29 Attachment (1) Page 50 of 57

Section 01 19 40.00 29 Attachment (1) Page 51 of 57

Section 01 19 40.00 29 Attachment (1) Page 52 of 57

Section 01 19 40.00 29 Attachment (1) Page 53 of 57

Section 01 19 40.00 29 Attachment (1) Page 54 of 57

Section 01 19 40.00 29 Attachment (1) Page 55 of 57

Section 01 19 40.00 29 Attachment (1) Page 56 of 57

Section 01 19 40.00 29 Attachment (1) Page 57 of 57

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00.00 10

PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

1.1 SINGLE JOB PAYMENT ITEMS

1.1.1 Base Item 1: Mobilization and Demobilization

1.1.1.1 Payment

1.1.1.2 Unit of Measure

1.1.2 Base Item 2: Water Diversion

1.1.2.1 Payment

1.1.2.2 Unit of Measure

1.1.3 Base Item 3: Intake Transition and STA 0+70 to STA 2+62 Invert

Concrete Repairs

1.1.3.1 Payment

1.1.3.2 Unit of Measure

1.1.4 Base Item 4: STA 1+12 to STA 1+51 Right Side Wall Cavity Repair

1.1.4.1 Payment

1.1.4.2 Unit of Measure

1.1.5 Base Item 5: STA -2+00 to STA 0+60 Dam Face Concrete Repairs

1.1.5.1 Payment

1.1.5.2 Unit of Measure

1.1.6 Optional Item 6: Option 1: STA 2+62 to STA 12+60 Invert Repair

1.1.6.1 Payment

1.1.6.2 Unit of Measure

1.1.7 Optional Item 7: Option 2: STA 12+60 to STA 22+60 Invert

Repair

1.1.7.1 Payment

1.1.7.2 Unit of Measure

1.1.8 Optional Item 8: Option 3: Intake Portal Crown Repair

1.1.8.1 Payment

1.1.8.2 Unit of Measure

1.1.9 Optional Item 9: Option 4: Wing Wall Exposed Rebar Repair

1.1.9.1 Payment

1.1.9.2 Unit of Measure

PART 2 PRODUCTS

PART 3 EXECUTION

Section 01 22 00.00 10 Page 1

SECTION 01 22 00.00 10

PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

1.1 SINGLE JOB PAYMENT ITEMS

Payment items for the work of this contract for which contract job payments will be made are listed in the PROPOSAL SCHEDULE and described below. All costs for items of work, which are not specifically mentioned to be included in a particular job, 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 otherwise provided.

1.1.1 Base Item 1: Mobilization and Demobilization

1.1.1.1 Payment

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

MOBILIZATION AND DEMOBILIZATION.

1.1.1.2 Unit of Measure

Unit of measure: job.

1.1.2 Base Item 2: Water Diversion

1.1.2.1 Payment

Payment will be made for costs associated with operations necessary for water diversion of Lowell Creek as well as dewatering the portions of tunnel requiring repair.

1.1.2.2 Unit of Measure

Unit of measure: job.

1.1.3 Base Item 3: Intake Transition and STA 0+70 to STA 2+62 Invert Concrete Repairs

1.1.3.1 Payment

Payment will be made for costs associated with operations necessary for construction of the repairs to the repair area boundaries indicated for the Intake Transition from approximately Station 0+00 to Station 0+70, and repair of the tunnel invert (or floor) from Station 0+70 to Station 2+62.

This item also includes: general cleaning, but no demolition, of the tunnel invert downstream of Station 2+62 to approximately Station 2+80; and repair of the cavity in the right side floor of the tunnel just downstream

Section 01 22 00.00 10 Page 2 from Station 1+12.

1.1.3.2 Unit of Measure

Unit of measure: job.

1.1.4 Base Item 4: STA 1+12 to STA 1+51 Right Side Wall Cavity Repair

1.1.4.1 Payment

Payment will be made for costs associated with operations necessary for construction of the repair of the cavity in the right side tunnel wall just downstream from Station 1+12 and includes extension of the existing wall armor rails as shown below Station 1+12.

1.1.4.2 Unit of Measure

Unit of measure: job.

1.1.5 Base Item 5: STA -2+00 to STA 0+60 Dam Face Concrete Repairs

1.1.5.1 Payment

Payment will be made for costs associated with operations necessary for construction of the repair of the eroded concrete and damaged reinforcing steel near the low-flow water line along the face of the dam. This item also includes: repair of the cavity in the dam face on the upstream side of the expansion joint at Station -2+00; and correction of the bulge in the dam face nominally between Station 0+46 and Station 0+60.

1.1.5.2 Unit of Measure

Unit of measure: job.

1.1.6 Optional Item 6: Option 1: STA 2+62 to STA 12+60 Invert Repair

1.1.6.1 Payment

Payment will be made for costs associated with operations necessary for construction of the repairs to the tunnel invert (or floor) from Station 2+62 to Station 12+60. This item also includes general cleaning, but no demolition, of the tunnel invert downstream of Station 12+60 to approximately Station 12+80.

1.1.6.2 Unit of Measure

Unit of measure: job.

1.1.7 Optional Item 7: Option 2: STA 12+60 to STA 22+60 Invert Repair

1.1.7.1 Payment

Payment will be made for costs associated with operations necessary for construction of the repairs to the tunnel invert (or floor) from Station 12+60 to Station 22+60 including all invert (or floor) surfaces of the outlet transition.

Section 01 22 00.00 10 Page 3

1.1.7.2 Unit of Measure

Unit of measure: job.

1.1.8 Optional Item 8: Option 3: Intake Portal Crown Repair

1.1.8.1 Payment

Payment will be made for costs associated with operations necessary for construction of the repair of the tunnel crown from Station 0+70 to Station 0+85. This area includes those portions above the transition line from wall to crown. See the 1945 EXHIBIT DRAWINGS to define how this transition line varies along this length of the tunnel.

1.1.8.2 Unit of Measure

Unit of measure: job.

1.1.9 Optional Item 9: Option 4: Wing Wall Exposed Rebar Repair

1.1.9.1 Payment

Payment will be made for costs associated with operations necessary for construction of the repair to the wing wall as indicated upstream from the expansion joint just upstream from Station -2+07.69.

1.1.9.2 Unit of Measure

Unit of measure: job.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used -- End of Section --

Section 01 22 00.00 10 Page 4

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

1.1 SUMMARY

1.2 DEFINITIONS

1.2.1 Submittal Descriptions (SD)

1.2.2 Approving Authority

1.2.3 Work

1.3 SUBMITTALS

1.4 SUBMITTAL CLASSIFICATION

1.4.1 Government Approved (G)

1.4.2 For Information Only

1.5 PREPARATION

1.5.1 Transmittal Form

1.5.2 Source Drawings for Shop Drawings

1.5.2.1 Terms and Conditions

1.6 QUANTITY OF SUBMITTALS

1.6.1 Number of Samples SD-04 Samples

1.7 INFORMATION ONLY SUBMITTALS

1.8 VARIATIONS

1.8.1 Considering Variations

1.8.2 Proposing Variations

1.8.3 Warranting that Variations are Compatible

1.8.4 Review Schedule is Modified

1.9 SUBMITTAL REGISTER

1.9.1 Use of Submittal Register

1.9.2 Contractor Use of Submittal Register

1.9.3 Approving Authority Use of Submittal Register

1.9.4 Copies Delivered to the Government

1.10 SCHEDULING

1.11 GOVERNMENT APPROVING AUTHORITY

1.11.1 Review Notations

1.12 DISAPPROVED OR REJECTED SUBMITTALS

1.13 APPROVED/ACCEPTED SUBMITTALS

1.14 APPROVED SAMPLES

1.15 WITHHOLDING OF PAYMENT

1.16 STAMPS

1.17 ATTACHMENTS

PART 2 PRODUCTS

PART 3 EXECUTION

ATTACHMENTS:

Section 01 33 00 Page 1

Appendix A - Submittal Register

Appendix B ENG Form 4025-R

Section 01 33 00 Page 2

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

1.1 SUMMARY

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

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

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

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

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

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

A submittal register showing items of equipment and materials for when submittals are required by the specifications is provided as "Appendix A - Submittal Register".

1.2 DEFINITIONS

1.2.1 Submittal Descriptions (SD)

Submittals requirements are specified in the technical sections.

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

SD-01 Preconstruction Submittals

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

Certificates of insurance

Section 01 33 00 Page 3

Surety bonds

List of proposed Subcontractors

List of proposed products

Construction progress schedule

Network Analysis Schedule (NAS)

Submittal register

Schedule of prices or Earned Value Report

Health and safety plan

Work plan

Quality Control(QC) plan

Environmental protection plan

SD-02 Shop Drawings

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

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

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

SD-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.

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.

Section 01 33 00 Page 4

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 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 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 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 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-08 Manufacturer's Instructions

Preprinted material describing installation of a product, system or material, including special notices and (MSDS)concerning impedances, hazards and safety precautions.

SD-11 Closeout Submittals

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.

Section 01 33 00 Page 5

1.2.2 Approving Authority

Office or designated person authorized to approve submittal.

1.2.3 Work

As used in this section, on- and off-site construction required by contract documents, including labor necessary to produce submittals, except those SD-01 Pre-Construction Submittals noted above, construction, materials, products, equipment, and systems incorporated or to be incorporated in such construction.

1.3 SUBMITTALS

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

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with this section.

SD-01 Preconstruction Submittals

Submittal Register; G

1.4 SUBMITTAL CLASSIFICATION

Submittals are classified as follows:

1.4.1 Government Approved (G)

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 SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION, they are considered to be "shop drawings."

1.4.2 For Information Only

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.

1.5 PREPARATION

1.5.1 Transmittal Form

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

Section 01 33 00 Page 6

1.5.2 Source Drawings for Shop Drawings

The entire set of Source Drawing files (DWG) will not be provided to the Contractor. Only those requested by the Contractor to prepare shop drawings may be provided. Request the specific Drawing Number only for the preparation of Shop Drawings. These drawings may only be provided after award.

1.5.2.1 Terms and Conditions

Data contained on these electronic files must not be used for any purpose other than as a convenience in the preparation of construction data for the referenced project. Any other use or reuse shall be at the sole risk of the Contractor and without liability or legal exposure to the Government.

The Contractor must make no claim and waives to the fullest extent permitted by law, any claim or cause of action of any nature against the Government, its agents or sub consultants that may arise out of or in connection with the use of these electronic files. The Contractor must, to the fullest extent permitted by law, indemnify and hold the Government harmless against all damages, liabilities or costs, including reasonable attorney's fees and defense costs, arising out of or resulting from the use of these electronic files.

These electronic Source Drawing files are not construction documents.

Differences may exist between the Source Drawing files and the corresponding construction documents. The Government makes no representation regarding the accuracy or completeness of the electronic Source Drawing files, nor does it make representation to the compatibility of these files with the Contractor hardware or software. In the event that a conflict arises between the signed and sealed construction documents prepared by the Government and the furnished Source Drawing files, the signed and sealed construction documents govern. The Contractor is responsible for determining if any conflict exists. Use of these Source Drawing files does not relieve the Contractor of duty to fully comply with the contract documents, including and without limitation, the need to check, confirm and coordinate the work of all contractors for the project.

If the Contractor uses, duplicates or modifies these electronic Source Drawing files for use in producing construction data related to this contract, remove all previous indicia of ownership (seals, logos, signatures, initials and dates).

1.6 QUANTITY OF SUBMITTALS

1.6.1 Number of Samples SD-04 Samples

a. Submit two samples, or two sets of samples showing range of variation, of each required item. One approved sample or set of samples will be retained by approving authority and one will be returned to Contractor.

b. Submit one sample panel or provide one sample installation where directed. Include components listed in technical section or as directed.

c. Submit one sample installation, where directed.

d. Submit one sample of non-solid materials.

Section 01 33 00 Page 7

1.7 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.

1.8 VARIATIONS

Variations from contract requirements require both Designer of Record (DOR) and Government approval pursuant to contract Clause FAR 52.236-21 and will be considered where advantageous to Government.

1.8.1 Considering Variations

Discussion with Contracting Officer prior to submission, after consulting with the DOR, will help ensure functional and quality requirements are met and minimize rejections and re-submittals. When contemplating a variation which results in lower cost, consider submission of the variation as a Value Engineering Change Proposal (VECP).

Specifically point out variations from contract requirements in transmittal letters. Failure to point out deviations may result in the Government requiring rejection and removal of such work at no additional cost to the Government.

1.8.2 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, including the DOR's written analysis and approval. If lower cost is a benefit, also include an estimate of the cost savings. In addition to documentation required for variation, include the submittals required for the item.

Clearly mark the proposed variation in all documentation.

Check the column "variation" of ENG Form 4025 for submittals which include proposed deviations requested by the Contractor. 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.

1.8.3 Warranting that Variations are Compatible

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

1.8.4 Review Schedule is Modified

In addition to normal submittal review period, a period of 10 working days

Section 01 33 00 Page 8 will be allowed for consideration by the Government of submittals with variations.

1.9 SUBMITTAL REGISTER

Prepare and maintain submittal register, as the work progresses. Do not change data which is output in columns (c), (d), (e), and (f) as delivered by Government; retain data which is output in columns (a), (g), (h), and

(i) as approved. A submittal register showing items of equipment and materials for which submittals are required by the specifications is provided as an attachment. This list may not be all inclusive and additional submittals may be required. Maintain a submittal register for the project in accordance with Section 01 45 00.10 10 QUALITY CONTROL SYSTEM (QCS). The Government will provide the initial submittal register in electronic format with the following fields completed, to the extent that will be required by the Government during subsequent usage.

Column (c): Lists specification section in which submittal is required.

Column (d): Lists each submittal description (SD No. and type, e.g. SD-02 Shop Drawings) required in each specification section.

Column (e): Lists one principal paragraph in specification section where a material or product is specified. This listing is only to facilitate locating submitted requirements. Do not consider entries in column (e) as limiting project requirements.

Thereafter, the Contractor is to track all submittals by maintaining a complete list, including completion of all data columns, including dates on which submittals are received and returned by the Government.

1.9.1 Use of Submittal Register

Submit submittal register. Submit with QC plan and project schedule.

Verify that all submittals required for project are listed and add missing submittals. Coordinate and complete the following fields on the register submitted with the QC plan and the project schedule:

Column (a) Activity Number: Activity number from the project schedule.

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

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

Column (i) Contractor Material: Date that Contractor needs material delivered to Contractor control.

1.9.2 Contractor Use of Submittal Register

Update the following fields in the Government-furnished submittal register program or equivalent fields in program utilized by Contractor with each submittal throughout contract.

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

Section 01 33 00 Page 9

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

Column (l) List date of submittal transmission.

Column (q) List date approval received.

1.9.3 Approving Authority Use of Submittal Register

Update the following fields in the Government-furnished submittal register program or equivalent fields in program utilized by Contractor.

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

Column (l) List date of submittal receipt.

Column (m) through (p) List Date related to review actions.

Column (q) List date returned to Contractor.

1.9.4 Copies Delivered to the Government

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

1.10 SCHEDULING

Schedule and submit concurrently submittals covering component items forming a system or items that are interrelated. Include certifications to be submitted with the pertinent drawings at the same time. No delay damages or time extensions will be allowed for time lost in late submittals.

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 resubmittal of requirements.

b. Submittals called for by the contract documents will be listed on the register. If a submittal is called for but does not pertain to the contract work, the Contractor is to include the submittal in the register and annotate it "N/A" with a brief explanation. Approval by the Contracting Officer does not relieve the Contractor of supplying submittals required by the contract documents but which have been omitted from the register or marked "N/A."

c. Re-submit register and annotate monthly by the Contractor with actual submission and approval dates. When all items on the register have been fully approved, no further re-submittal is required.

d. Carefully control 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 GOVERNMENT APPROVING AUTHORITY

When approving authority is Contracting Officer, the Government will:

a. Note date on which submittal was received.

Section 01 33 00 Page 10

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

c. Identify returned submittals with one of the actions defined in paragraph REVIEW NOTATIONS and with markings appropriate for action indicated.

Upon completion of review of submittals requiring Government approval, stamp and date submittals. Three copies of the submittal will be retained by the Contracting Officer and one copy of the submittal will be returned to the Contractor. If the Government performs a conformance review of other Designer of Record approved submittals, the submittals will be so identified and returned, as described above.

1.11.1 Review Notations

Contracting Officer review will be completed within 30 calendar days after date of submission. Submittals will be returned to the Contractor with the following notations:

a. Submittals marked "approved" or "accepted" authorize the Contractor to proceed with the work covered.

b. Submittals marked "approved as noted" "or approved, except as noted, resubmittal not required," authorize the Contractor to proceed with the work covered provided he takes no exception to the corrections.

c. Submittals marked "not approved" or "disapproved," or "revise and resubmit," indicate noncompliance with the contract requirements or design concept, or that submittal is incomplete. Resubmit with appropriate changes. No work shall proceed for this item until resubmittal is approved.

d. Submittals marked "not reviewed" will indicate submittal has been previously reviewed and approved, is not required, does not have evidence of being reviewed and approved by Contractor, or is not complete. A submittal marked "not reviewed" will be returned with an explanation of the reason it is not reviewed. Resubmit submittals returned for lack of review by Contractor or for being incomplete, with appropriate action, coordination, or change.

1.12 DISAPPROVED OR REJECTED SUBMITTALS

Contractor shall make corrections required by the Contracting Officer. If the Contractor considers any correction or notation on the returned submittals to constitute a change to the contract drawings or specifications; notice as required under the Contract clause CHANGES, is to be given to the Contracting Officer. Contractor is responsible for the dimensions and design of connection details and construction of work.

Failure to point out deviations may result in the Government requiring rejection and removal of such work at the Contractor's expense.

If changes are necessary to submittals, make such revisions and submission of the submittals in accordance with the procedures above. No item of work requiring a submittal change is to be accomplished until the changed submittals are approved.

Section 01 33 00 Page 11

1.13 APPROVED/ACCEPTED SUBMITTALS

The Contracting Officer's approval or acceptance of submittals is not to be construed as a complete check, and indicates only that the general method of construction, materials, detailing and other information are satisfactory.

Approval or acceptance will not relieve the Contractor of the responsibility for any error which may exist, as the Contractor under the Contractor Quality Control (CQC) requirements of this contract is responsible for dimensions, the design of adequate connections and details, and the satisfactory construction of all work.

After submittals have been approved or accepted 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 APPROVED SAMPLES

Approval of a sample is only for the characteristics or use named in such approval and is not be construed to change or modify any contract requirements. Before submitting samples, the Contractor to assure that the materials or equipment will be available in quantities required in the project. No change or substitution will be permitted after a sample has been approved.

Match the approved samples for materials and equipment incorporated in the work. If requested, approved samples, including those which may be damaged in testing, will be returned to the Contractor, at his expense, upon completion of the contract. Samples not approved will also be returned to the Contractor at its expense, if so requested.

Failure of any materials to pass the specified tests will be sufficient cause for refusal to consider, under this contract, any further samples of the same brand or make of that material. Government reserves the right to disapprove any material or equipment which previously has proved unsatisfactory in service.

Samples of various materials or equipment delivered on the site or in place may be taken by the Contracting Officer for testing. Samples failing to meet contract requirements will automatically void previous approvals.

Contractor to replace such materials or equipment to meet contract requirements.

Approval of the Contractor's samples by the Contracting Officer does not relieve the Contractor of his responsibilities under the contract.

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 STAMPS

Stamps used by the Contractor on the submittal data to certify that the submittal meets contract requirements is to 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: _______________________________________________________________ |

1.17 ATTACHMENTS

(1) Submittal Register

(2) ENG FORM 4025-R

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

Section 01 33 00 Page 13

S U

B M

IT

T

A L

F O

R M

,J an

P R

E V

IO

U

S E

D

IT

IO

N

IS

O

B S

O

LE

T E

P A

G E

O

F

P A

G E

S

W

1K B

-1 6-

R -0

LO

W

E

LL

C R

E E

K T

U N

N E

L R

E P

A

IR

S

.0

S

D -0

P re co ns tr uc tio n S ub m itt al s 1.

G

A cc id en t P re ve nt io n

P la n (A

P P

1.

E qu ip m en t S ch ed ul e 1.

G

W at er D iv er si on

P la n

S

D -0

P re co ns tr uc tio n S…