17Q0100_Powerhouse_Bridge_Bearing_Grout_Repair_Big_Bend_Specs.pdf

SPECIFICATIONS

Purchase Order

Solicitation No. W9128F-17-Q-0100

Powerhouse Bridge Bearing Grout Repairs, Concrete Mortar Patches, And Sealant

Big Bend Dam, SD

August 2017

US Army Corps of Engineers Omaha District

This page was intentionally left blank for duplex printing.

Table of Contents Page 1

SPECIFICATIONS FOR CONSTRUCTION OF

Powerhouse Bridge Bearing Grout Repairs, Concrete Mortar Patches, And Sealant

Big Bend Dam, SD

TABLE OF CONTENTS

DIVISION 0 CONTACT REQUIREMENTS

00 10 00-3 Bidding Schedule 00 73 00 Special Contract Requirements

DIVISION 1 GENERAL REQUIREMENTS

01 30 00 Submittal Procedures 01 55 00 Measurement And Payment 01 57 20.00 10 Environmental Protection

DIVISION 03 - CONCRETE

03 01 30 Cementitious Non-Shrink Grout 03 01 32 Concrete Patching Mortar And Bonding Agent

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 92 00 Polyether Adhesive Sealant

00 10 00 Page 3

BIDDING SCHEDULE

ITEM

NO.

DESCRIPTION ESIMATED

QUANTITY

UNIT UNIT

PRICE

ESTIMATED AMOUNT

BASIC ITEMS

Inspect grout beneath bearings.

Job

XXX

Pre-approved repairs of bearing grout.

All other work.

TOTAL BASIC AMOUNT $_____________________________

OPTION ITEMS

[Option]

Additional repairs of bearing grout.

Each

[Option]

Pre-approved repairs of concrete spalls.

[Option]

Additional repairs of concrete spalls.

Each

[Option]

Sealant on span 9 girders.

TOTAL AMOUNT (BASIC PLUS OPTIONS) $_________________________________

NOTES:

1. See 00 21 00, INSTRUCTIONS TO OFFERORS for evaluation of options. The Government reserves the right to exercise the options within 90 calendar days after issuance of Notice to Proceed.

2. Prices must be entered for all items of the schedule. Total amounts submitted without bid prices being entered on individual items will be rejected. In case of variation between the Job prices and the total amount, the lump-sum prices will be considered the bid. In case of variation between the unit prices and the extensions, the unit prices will be considered the bid.

00 10 00 Page 4

3. A modification to a bid which provides for a single adjustment to the total amounts, should state the application of the adjustment to each respective lump-sum price and unit price affected. If the modification is not so apportioned, the single adjustment will be applied to Item No. 0003.

4. Quantities for unit priced items are estimated only and the respective unit price will prevail in the event of an overrun or underrun subject to General Conditions (Contract Clauses) Clause “Variation in Estimated Quantities”.

00 73 00 Page 1

SECTION 00 73 00

SPECIAL CONTRACT REQUIREMENTS

INDEX

1. SCOPE

2. COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK

2.1 COMPUTING COMPLETION DATES FOR NON-WORK PERIOD

3. CONTRACT DRAWING AND SPECIFICATIONS

4. SUBMITTALS

5. CONTRACTOR QUALITY CONTROL (CQC)

5.1 RESPONSIBILITY OF THE CONTRACTOR

6. GUARANTEE

7. ACCIDENT PREVENTION:

8. PROTECTION OF EXISTING FACILITIES AND WORKS:

9. CONTRACT DRAWINGS AND SPECIFICATIONS

9.1 NOTIFICATION OF DISCREPANCIES

9.2 OMISSIONS

10. PAYMENT

10.1 PROMPT PAYMENT ACT

10.2 PAYMENTS FOR MODIFICATIONS

11. AVAILABILITY OF UTILITY SERVICES

12. PROFIT

13. PUBLIC ROADS

13.1 ROAD CLOSURE

13.2 TRAFFIC CONTROL DEVICES

13.3 TRAFFIC CONTROL

13.4 OPERATIONS

13.5 SIGNALMEN/FLAGMEN

14. ANTITERRORISM (AT)/OPERATIONS SECURITY (OPSEC) PROVISIONS

1. Scope.

Big Bend Dam Powerhouse Bridge, is a nine span bridge over the water intakes of the Big Bend Dam Powerhouse, on South Dakota Highway 47, 2 miles south of Fort Thompson, South Dakota. The project scope includes removal and replacement of deficient grout at the bridge bearing pads, repair of concrete on several bridge piers and the adhesive sealant in gaps between girder steel plates. Access to the work will require special equipment such as an under-bridge inspection snooper, 24-hour a day lane closure barricades and traffic control equipment.

2. Commencement, Prosecution, And Completion Of Work.

The Contractor shall commence work under this contract within ten (10) calendar days after the date of receipt by him of Notice to Proceed, prosecute said work diligently, and complete the entire work ready for use not later than 270 calendar days after receipt of Notice to Proceed. No additional time will be given for any options awarded. Options may be awarded after the initial inspection identified on the Bidding Schedule under Basic. The time stated for completion shall include final cleanup of the premises. (FAR 52.211-10)

00 73 00 Page 2

2.1 COMPUTING COMPLETION DATES FOR NON-WORK PERIOD

No work will be required at the construction site during the period 15 November through 15 March inclusive. The days in this period have NOT been included in computing the calendar days for completion of the work. The Contractor may perform work at the site during all or any part of this period upon giving prior written notice to the Contracting Officer. Working during this non-work period shall require approval by the Contracting Officer. No time extensions will be granted for delays during this period.

3. Contract Drawing And Specifications.

The Contractor shall be responsible for making his own copies of specifications, drawings and any amendments, as needed for the duration of the project, from the electronic files provided.

4. SUBMITTALS.

See Section: 01 33 00 SUBMITTAL PROCEDURES

5. CONTRACTOR QUALITY CONTROL (CQC).

5.1 Responsibility of the Contractor.

Except for isolated tests or other items of work specified to be performed by the Government, the quality of all work shall be the responsibility of the Contractor. Sufficient inspections and tests of all items of work, including that of subcontractors, to ensure conformance to applicable specifications and drawings with respect to the quality of materials, workmanship, construction, finish, functional performance, and identification shall be performed on a continuing basis.

6. GUARANTEE.

The equipment and supplies to be furnished under this contract shall be guaranteed for a period of one (1) year from the date of acceptance thereof, either for beneficial use or final acceptance, whichever is earlier, against defective materials, design, and workmanship. Upon receipt of notice from the Government of failure of any of the guaranteed equipment during the guarantee period, new replacement parts shall be furnished and installed promptly by the Contractor at no additional cost to the Government. The Contractor shall also obtain and deliver to the Contracting Officer any warranties of equipment or supplies which the subcontractors, manufacturers, or suppliers would give normal commercial practice.

7. ACCIDENT PREVENTION:

In accordance with EM 385-1-1, Safety and Health Requirements Manual, the Contractor shall provide for protecting of the lives and health of employees and other persons; preventing of damage to property; and avoiding work interruptions.

8. PROTECTION OF EXISTING FACILITIES AND WORKS:

00 73 00 Page 3

The Contractor shall be responsible for the protection of work area from damage and upon completion of the work shall leave existing works in a condition equal to that which existed when the work started.

9. CONTRACT DRAWINGS AND SPECIFICATIONS.

9.1 NOTIFICATION OF DISCREPANCIES.

The Contractor shall check all drawings furnished him immediately upon their receipt and shall promptly notify the Contracting Officer of any discrepancies. Dimensions marked on drawings shall be followed in lieu of scale measurements. Enlarged plans and details shall govern where the same work is shown at smaller scales. The Contractor shall compare all drawings and verify the figures before laying out the work and will be responsible for any errors which might have been avoided thereby.

9.2 OMISSIONS.

Omissions from the drawings or specifications or the misdescription of details of work which are manifestly necessary to carry out the intent of the drawings and specifications, or which are customarily performed, shall not relieve the Contractor from performing such omitted or misdescribed details of the work but they shall be performed as if fully and correctly set forth and described in the drawings and specifications.

10. PAYMENT.

10.1 PROMPT PAYMENT ACT.

Pay requests authorized in CONTRACT CLAUSES clause: “Payments Under Fixed-Price Construction Contracts”, will be paid pursuant to the clause, “Prompt Payment for Construction Contracts”. Pay requests will be submitted on ENG Form 93 and 93a, “Payment Estimate-Contract Performance” and “Continuation”. All information and substantiation required by the identified contract clauses will be submitted with the ENG Form 93, and the required certification will be included on the last page of the ENG Form 93a, signed by an authorized contractor official and dated when signed. The designated billing office is the Office of the Area Engineer.

10.2 PAYMENTS FOR MODIFICATIONS.

Payments may be made for cost bearing change orders within the scope of the contract only to the extent funds are authorized in the order on a two-part modification. Contractor pricing proposed must be submitted at the earliest possible time after the change order is issued, or at a specific time as directed by the Contracting Officer. At the discretion of the Contracting Officer, any and all payments may be withheld on the modification until the Contractor has submitted a qualifying price proposal, in as much detail as required by the Contracting Officer, and the final price has been agreed.

11. AVAILABILITY OF UTILITY SERVICES.

Use of public and private utilities will be as found available. The Contractor shall make his own arrangements for use of public and private utilities.

00 73 00 Page 4

12. PROFIT.

12.1 Weighted guidelines method of determining profit shall be used on any equitable adjustment change order or modification issued under this contract.

The profit factors shall be as follows:

Factor Rate Weight Value Degree of Risk 20 Relative difficulty of work 15 Size of Job 15 Period of performance 15 Contractor’s investment 5 Assistance by Government 5 Subcontracting 25

12.2 Based on the circumstances of each procurement action, each of the above factors shall be weighted from .03 to .12 as indicated below. The value shall be obtained by multiplying the rate by the weight. The value column when totaled indicates the fair and reasonable profit percentage under the circumstances of the particular procurement.

12.2.1 Degree of Risk.

Where the work involves no risk or the degree of risk is very small, the weighting should be .03; as the degree of risk increases, the weighting should be increased up to a maximum of .12. Lump sum items will have, generally, a higher weighted value than the unit price items for which quantities are provided. Other things to consider: the portion of the work to be done by subcontractors, nature of work, where work is to be performed, reasonableness of negotiated costs, amount of labor included in costs, and whether the negotiation is before or after performance of work.

12.2.2 Relative Difficulty of Work.

If the work is most difficult and complex, the weighting should be .12 and should be proportionately reduced to .03 on the simplest of jobs. This factor is tied in to some extent with the degree of risk. Some things to consider: the nature of the work, by whom it is to be done, where, and what is the time schedule.

12.2.3 Size of Job.

All work not in excess of $100,000 shall be weighted at .12. Work estimated between $100,000 and $5,000,000 shall be proportionately weighted from .12 to .05.

12.2.4 Periods of Performance.

Jobs in excess of 24 months are to be weighted at .12. Jobs of lesser duration are to be proportionately weighted to a minimum of .03 for jobs not to exceed 30 days. No weight where additional time not required.

12.2.5 Contractor’s Investment.

To be weighted from .03 to .12 on the basis of below average, average, and

00 73 00 Page 5 above average. Things to consider: amount of subcontracting, mobilization payment item, Government furnished property, equipment and facilities, and expediting assistance.

12.2.6 Assistance by Government.

To be weighted from .12 to .03 on the basis of average to above average.

Things to consider: use of Government-owned property, equipment and facilities, and expediting assistance.

12.2.7 Subcontracting.

To be weighted inversely proportional to the amount of subcontracting. Where 80 percent or more of the work is to be subcontracted, the weighting is to be .03 and such weighting proportionately increased to .12 where all the work is performed by the Contractor’s own forces.

13. PUBLIC ROADS

13.1 Road Closure

One lane of the road must remain open at all times. The Contractor will follow all traffic requirements for closing one lane at a time, allowing traffic to pass thru on the one open lane with the use of signal device or approved traffic control. The Contractor is required to coordinate the road/lane closure with the SDDOT and USACE. One lane road closure shall not exceed 30 days. See Drawing S-101 for more information including weight restrictions.

The South Dakota DOT traffic control standard drawings can be downloaded from the following website:

http://www.sddot.com/business/design/plates/index/Default.aspx

The South Dakota DOT application for permit to occupy right-of-way can be downloaded from the following link: https://state.sd.us/eforms/secure/eforms/E0933V3-PermitToOccupyROW.pdf

13.2 Traffic Control Devices

All traffic control devices (signage, barricades, lighting etc.) by the Contractor, must conform to the U.S. Department of Transportation, Federal Highway Administration, Manual on Uniform Traffic Control Devices.

13.3 Traffic Control

The Contractor shall be responsible for the safe control of traffic on all roads used primarily for the work under these specifications and at their crossings with roads used by others. The Contractor shall, at his own expense, furnish all personnel, signal devices and signal necessary for the safe and efficient control of traffic on road systems interrupted by the Contractor. A plan for traffic control, including a listing of equipment and its employment, shall be submitted for review and approval prior to construction.

00 73 00 Page 6

13.4 Operations

When operations are being conducted near a U. S. or State Highway or when construction equipment is being used on or adjacent to such highway, the Contractor shall furnish signalmen and such warning signs as are necessary to provide adequate warning to the traveling public.

13.5 Signalmen/Flagmen

The Contractor shall provide flagmen when:

a) Construction equipment and/or vehicles are blocking the roadway making it difficult for vehicles to pass or see or due to terrain.

b) One-way traffic is required thru a construction zone.

c) Trucks are pulling onto and/or off of a roadway or operating at a reduced speed causing a hazardous situation for drivers.

d) Anytime the Contractor feels that drivers are at risk due to Construction activity.

14. ANTITERRORISM (AT)/OPERATIONS SECURITY (OPSEC) PROVISIONS

14.1. Not Used

14.2. Access and General Protection/Security Policy and Procedures

All Contractor and all associated sub-contractors employees shall comply with applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative). The Contractor shall also provide all information required for background checks to meet installation access requirements to be accomplished by installation Provost Marshal Office, Director of Emergency Services or Security Office. Contractor workforce must comply with all personal identity verification requirements as directed by DOD, HQDA and/or local policy. In addition to the changes otherwise authorized by the changes clause of this contract, should the Force Protection Condition (FPCON) at any individual facility or installation change, the Government may require changes in Contractor security matters or processes.

14.3. thru 14.14 Not Used.

14.15. Pre-Screen Candidates using E-Verify Program

The Contractor must pre-screen Candidates using the E-verify Program (http://www.dhs.gov/E-Verify) website to meet the established employment eligibility requirements. The Vendor must ensure that the Candidate has two valid forms of Government issued identification prior to ensure the correct information is entered into the E-verify system. An initial list of verified/eligible Candidates must be provided to the COR no later than 3 business days after the initial contract award.

SECTION 01 33 00 Page 1

SECTION 01 33 00

SUBMITTAL PROCEDURES

1. Submittals

2. Submittal Form

3. Action Required

4. Meaning of Approvals

5. When Not Approved

6. Withholding of Payment

7. Sending of Submittals

Attachment: Submittal Register Transmittal Form (ENG Form 4025)

1. SUBMITTALS:

During the performance of this contract, the Contractor will be required to submit to the Contracting Officer for approval, review, or for information only certain descriptive literature, data, fabrication drawings, shop drawings, diagrams, test reports, samples, certificates, etc., as identified below. The required submittals will be submitted in the number of copies and directed to the address as shown below.

2. SUBMITTAL FORM:

The attached submittal form (ENG Form 4025) will be used for transmitting the submittals. This form may be reproduced by the Contractor and shall be properly executed by filling out all the heading blank spaces and identifying each item submitted. Special care should be executed to ensure proper listing of the specification paragraph and/or sheet number of the contract drawings pertinent to the date submitted for each item.

3. ACTION REQUIRED.

If the submittals is for information only or for review, work will continue unless the Contracting Officer notifies the Contractor that the submittal fails to indicate that the material, method, test, etc., conforms to the specification. If the submittals require approval, such submittal must be submitted to and approved by the Contracting Officer prior to performance by the Contractor.

4. MEANING OF APPROVALS:

The submittal returned to the Contractor shall be marked as noted on back of ENG Form 4025. The approval of the submittal by the Contracting Officer shall not be construed as a complete check, but will indicate only that the general method of prosecution and detailing is satisfactory. Approval will not release the Contractor of the responsibility for any error which may exist as the Contractor is responsible for satisfactory prosecution and detailing of all the work.

5. WHEN NOT APPROVED:

The Contractor shall make all corrections required by the Contracting Officer and promptly furnish a corrected submittal in the form and the number of copies as specified in the initial submittal.

SECTION 01 33 00 Page 2

6. WITHHOLDING OF PAYMENT:

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

7. SENDING OF SUBMITTALS:

The Contracting Officer may request submittals in addition to those listed when deemed necessary to adequately describe the work covered in the respective sections or drawings. Prior to submittal, all items shall be checked and approved by the Contractor and each respective transmittal form (ENG Form 4025) shall be stamped, initialed, and dated by the Contractor certifying that the accompanying submittal complies with the contract requirements.

7.1 Submittals are classified as follows:

DO - District Office PO – Project Office AO - Area Office or other designated Government Office RO - Resident Office

7.2 Electronic Submittal Format

Electronic format will be utilized for submission of construction submittal items required by the specifications, including ENG Form 4025 Transmittal Form.

Electronic submittals may be submitted by any means readily accessible to the Government including, but not limited to, the following:

a. E-mails with text and all attachments less than or equal to 14MB in size.

The Government IT system does not currently support e-mail transmissions of greater than 14MB. Should this e-mail transmission size limitation change during the course of the Contract, larger e-mail transmissions may become acceptable, but no time extensions will be granted for transmission errors resulting from oversized email attachments.

b. Internet Secure File Transfer Protocol (FTP) systems compatible with Government IT systems.

c. Mailed CD-ROM or DVD-ROM media.

d. Contractor-funded file sharing website compatible with Government IT systems.

e. Any other secure, Government-approved means of transmitting digital media.

Means of transfer must provide documents freely accessible to the Government.

If the means of transfer is by e-mail, FTP repository, or similar, files shall be capable of being downloaded without errors or disruption. Regardless of the method of transfer, the files shall be able to be archived on Government IT systems without error or restriction.

7.3 Submittals designated at G-DO and FIO

“G-AO” and “FIO” Submittals shall be submitted to the Area Engineer.

Government approved submittals are noted as “G-AO” in the Technical Specifications. Submittals not requiring Government approval have no notation and are “For Information Only”. All “G-DO” Government Approved submittals are noted as “G-DO” in the technical specifications shall be submitted electronically.

Electronic Submittals and e-mail notifications of Electronic Submittals posted

SECTION 01 33 00 Page 3 to AMRDEC SAFE or other FTP repositories should be sent to Russell Matthews at the following e-mail address: CENWO.ConstructionSubmittal@usace.army.mil

District Office(DO)

U.S. Army Corps of Engineers Russell Matthews Omaha District Attn: CENWO-CD-S-TS 1616 Capitol Ave Omaha, NE 68102-4901

7.3 Submittal Process. The Contractor shall submit all items listed on the attached submittal register.

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 1 OF 2 PAGES

Powerhouse Bridge Bearing Grout Repair, Concrete Mortar Patches

00 73 00 SD-01 Preconstruction Submittals G AOAccident Prevention Plan (APP)

SD-02 Shop Drawings G AOTraffic Control G AOPre-Screen Candidates using

E-Verify Program 03 01 30 SD-01 Preconstruction Submittals

1.4 G POWork Plan

1.3 G POWorker Qualifications

SD-03 Product Data

2.1.1 G DOCementitious non-shrink grout

SD-08 Manufacturer’s Instructions 2.1.1Cementitious non-shrink grout 3.1Safety Data Sheets

03 01 32 SD-01 Preconstruction Submittals

1.4 G POWork Plan

1.3 G POWorker Qualifications

SD-03 Product Data

2.1.1 G DOConcrete patching mortar

2.1.2 G DOBonding agent

SD-08 Manufacturer’s Instructions 2.1.1Concrete patching mortar 2.1.2Bonding agent 3.1Safety Data Sheets

07 92 00 SD-01 Preconstruction Submittals

1.4 G POWork Plan

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

N O

T R A N S M I T T A L

N O

S P E C

S E C T

DESCRIPTION

ITEM SUBMITTED

P A R A G R A P H

C L A S S I F I C A T I O N

G O V T

O R

A E

R E V W

R SUBMIT

APPROVAL

NEEDED

BY

MATERIAL

NEEDED

BY

A C T I O N

C O D E

DATE

OF

ACTION

DATE FWD

TO APPR

AUTH/

DATE RCD

FROM

CONTR

DATE FWD

TO OTHER

REVIEWER

DATE RCD

FROM OTH

REVIEWER

A C T I O N

C O D E

DATE

OF

ACTION

MAILED

TO

CONTR/

DATE RCD

FRM APPR

AUTH REMARKS

(a) (b) (c) (d) (e) (f) (g) (h) (i) (j) (k) (l) (m) (n) (o) (p) (q) (r)

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 2 OF 2 PAGES

Powerhouse Bridge Bearing Grout Repair, Concrete Mortar Patches

07 92 00 1.3 G POWorker Qualifications SD-03 Product Data

G POPolyether Adhesive Sealant SD-08 Manufacturer’s Instructions Polyether Adhesive Sealant

3.1Safety Data Sheets

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

N O

T R A N S M I T T A L

N O

S P E C

S E C T

DESCRIPTION

ITEM SUBMITTED

P A R A G R A P H

C L A S S I F I C A T I O N

G O V T

O R

A E

R E V W

R SUBMIT

APPROVAL

NEEDED

BY

MATERIAL

NEEDED

BY

A C T I O N

C O D E

DATE

OF

ACTION

DATE FWD

TO APPR

AUTH/

DATE RCD

FROM

CONTR

DATE FWD

TO OTHER

REVIEWER

DATE RCD

FROM OTH

REVIEWER

A C T I O N

C O D E

DATE

OF

ACTION

MAILED

TO

CONTR/

DATE RCD

FRM APPR

AUTH REMARKS

(a) (b) (c) (d) (e) (f) (g) (h) (i) (j) (k) (l) (m) (n) (o) (p) (q) (r)

Powerhouse Bridge Bearing Grout Repair, Concrete Mortar Patches BB77

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 55 00

MEASUREMENT AND PAYMENT

6/2000

PART 1 INSPECT GROUT BENEATH BEARINGS

1.1 Work Included

1.2 Measurement

1.3 Payment

PART 2 PRE-APPROVED REPAIRS OF BEARING GROUT

2.1 Work Included

2.2 Measurement

2.3 Payment

PART 3 ALL OTHER WORK

3.1 All costs associated with any work not specified in other bid items.

3.2 Measurement

3.3 Payment

PART 4 ADDITIONAL REPAIRS OF BEARING GROUT [OPTION]

4.1 Work Included

4.2 Measurement

4.3 Payment

PART 5 PRE-APPROVED REPAIRS OF CONCRETE SPALLS [OPTION]

5.1 Work Included

5.2 Measurement

5.3 Payment

PART 6 ADDITIONAL REPAIRS OF CONCRETE SPALLS [OPTION]

6.1 Work Included

6.2 Measurement

6.3 Payment

PART 7 SEALANT ON SPAN 9 GIRDERS [OPTION]

7.1 Work Included

7.2 Measurement

7.3 Payment

-- End of Section Table of Contents --

SECTION 01 55 00 Page 1

SECTION 01 55 00

MEASUREMENT AND PAYMENT

6/2000

SCOPE: This section covers the methods and procedures which will be used to measure the Contractor's work and to effect payment.

GENERAL: The general outline of the principal features of each item as listed does not in any way limit the responsibility of the Contractor for making a thorough investigation of the Drawings and Specifications to determine the scope of work under the entire Contract. Payment to the Contractor of the amounts based on the quantities of work as measured in accordance with the specified methods of measurement and the prices stipulated in the accepted proposal will constitute complete compensation for all work shown on the Drawings, provided in the Specifications or other Contract Documents and all costs of accepting the general risks, liabilities and obligations expressed or implied. Payment under all items shall include, but not necessarily be limited to, compensation for furnishing all supervision, labor, equipment, and materials and services (including overhead and profit), as well as performing all work required to accomplish and complete the work specified under each item and all other work required.

LUMP SUM ITEMS

Quantities: The quantities under lump sum items will not be measured except for the purpose of determining reasonable interim payments.

Interim Payments (or Progressive Payments): Interim payments will be made in accordance with the estimated value of work done as determined by the Contracting Officer Representative (COR) or as specified in this section, and in accordance with contract clause for payments.

UNIT PRICE ITEMS

Payments to Contractor: For unit priced items, payments will be made to the Contractor and approved by the COR in accordance with measurements for the unit prices entered in the pricing schedule.

Interim Measurement/Payments: Interim measurements and/or payments maybe adjusted to take account of partially completed work.

BIDDING ITEMS

PART 1 INSPECT GROUT BENEATH BEARINGS

1.1 Work Included

Entire work complete for inspecting grout beneath all bridge bearings as indicated on the drawings. Work shall include means of access for the Contractor and the Contracting Officer's Representative for these inspections for this work item, and all traffic traffic control required for this work item. Submit a written report with photographs documenting locations of deficient grout that either the Contractor or the Contracting Officer's Representative are recommending for repair in addition to

SECTION 01 55 00 Page 2 locations identified as pre-approved for repair. Additional repairs shall not be performed without written approval from the Contracting Officer's Representative.

1.2 Measurement

Lump sum.

1.3 Payment

Payment for this item shall be lump sum bid, on a progressive basis, based on the percentage of work completed.

PART 2 PRE-APPROVED REPAIRS OF BEARING GROUT

2.1 Work Included

Entire work complete for repairing grout beneath those bridge bearings indicated as pre-approved repairs on the drawings. Work shall include means of access for the Contractor and the Contracting Officer's Representative for these inspections for this work item, and all traffic traffic control required for this work item.

2.2 Measurement

Lump sum.

2.3 Payment

Payment for this item shall be lump sum bid, on a progressive basis, based on the percentage of work completed.

PART 3 ALL OTHER WORK

3.1 All costs associated with any work not specified in other bid items.

All work completed except for work specified in Basic Items 0001, 0002 and Option Items 0004, 0005, 0006 and 0007.

3.2 Measurement

Lump sum.

3.3 Payment

Payment for this item shall be lump sum bid, on a progressive basis, based on the percentage of work completed.

PART 4 ADDITIONAL REPAIRS OF BEARING GROUT [OPTION]

4.1 Work Included

Entire work complete for repairing grout beneath additional bridge bearings as approved in writing by the Contracting Officer's Representative. Work shall include means of access for the Contractor and the Contracting Officer's Representative for this work. Costs included in this work item for access and traffic control shall only be those costs over and above cost for access and traffic control included in bid items 0001, 0002, and 0003.

SECTION 01 55 00 Page 3

4.2 Measurement

Applicable unit price times the number of repairs of bearing grout.

4.3 Payment

Payment for this item shall be on a progressive basis, based on the number of grout repairs completed.

PART 5 PRE-APPROVED REPAIRS OF CONCRETE SPALLS [OPTION]

5.1 Work Included

Entire work complete for patching concrete spalls indicated as pre-approved repairs on the drawings. Work shall include means of access for the Contractor and the Contracting Officer's Representative for this work.

Costs included in this work item for access and traffic control shall only be those costs over and above cost for access and traffic control included in bid items 0001, 0002, and 0003.

5.2 Measurement

Lump sum.

5.3 Payment

Payment for this item shall be lump sum bid, on a progressive basis, based on the percentage of work completed.

PART 6 ADDITIONAL REPAIRS OF CONCRETE SPALLS [OPTION]

6.1 Work Included

Entire work complete for patching concrete spalls at locations in addition to those identified as pre-approved for repair as approved in writing by the Contracting Officer's Representative. Work shall include means of access for the Contractor and the Contracting Officer's Representative for this work. Costs included in this work item for access and traffic control shall only be those costs over and above cost for access and traffic control included in bid items 0001, 0002, and 0003.

6.2 Measurement

Applicable unit price times the number of patches of concrete spalls.

6.3 Payment

Payment for this item shall be on a progressive basis, based on the number of patches completed.

PART 7 SEALANT ON SPAN 9 GIRDERS [OPTION]

7.1 Work Included

Entire work complete for applying sealant in span 9 girders as indicated on the drawings. Work shall include means of access for the Contractor and the Contracting Officer's Representative for this work. Costs included in this work item for access and traffic control shall only be those costs over and

SECTION 01 55 00 Page 4 above cost for access and traffic control included in bid items 0001, 0002, and 0003.

7.2 Measurement

Lump sum.

7.3 Payment

Payment for this item shall be lump sum bid, on a progressive basis, based on the percentage of work completed.

SECTION 01 55 00 Page 5

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 57 20.00 10

ENVIRONMENTAL PROTECTION

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PART 1 GENERAL

1.1 REFERENCES

1.2 DEFINITIONS

1.2.1 Environmental Pollution and Damage

1.2.2 Environmental Protection

1.2.3 Contractor Generated Hazardous Waste

1.2.4 Land Application for Discharge Water

1.2.5 Pests

1.2.6 Surface Discharge

1.2.7 Waters of the United States

1.2.8 Wetlands

1.3 GENERAL REQUIREMENTS

1.4 SUBCONTRACTORS

1.5 PAYMENT

1.6 SUBMITTALS

1.7 ENVIRONMENTAL PROTECTION PLAN

1.7.1 Compliance

1.7.2 Contents

1.7.3 Appendix

1.8 PROTECTION FEATURES

1.9 ENVIRONMENTAL ASSESSMENT OF CONTRACT DEVIATIONS

1.10 NOTIFICATION

PART 2 PRODUCTS

PART 3 EXECUTION

3.1 ENVIRONMENTAL PERMITS, REVIEWS, APPROVALS, AND NOTIFICATIONS

3.1.1 Record of Categorial Exclusion

3.2 LAND RESOURCES

3.2.1 Work Area Limits

3.2.2 Landscape

3.2.3 Erosion and Sediment Controls

3.2.4 Contractor Facilities and Work Areas

3.3 WATER RESOURCES

3.3.1 Wetlands

3.4 AIR RESOURCES

3.4.1 Particulates

3.4.2 Odors

3.4.3 Sound Intrusions

3.4.4 Burning

3.5 CHEMICAL MATERIALS MANAGEMENT AND WASTE DISPOSAL

3.5.1 Solid Wastes

3.5.2 Chemicals and Chemical Wastes

SECTION 01 57 20.00 10 Page 1

3.5.3 Contractor Generated Hazardous Wastes/Excess Hazardous Materials

3.5.4 Fuel and Lubricants

3.5.5 Waste Water

3.6 RECYCLING AND WASTE MINIMIZATION

3.7 NON-HAZARDOUS SOLID WASTE DIVERSION REPORT

3.8 HISTORICAL, ARCHAEOLOGICAL, AND CULTURAL RESOURCES

3.9 BIOLOGICAL RESOURCES

3.7.1 Endangered/Threatened Species

3.9.1 Interior Least Terns and/or Piping Plovers

3.9.2 Bald Eagles

3.9.3 Migratory Birds

3.10 PREVIOUSLY USED EQUIPMENT

3.11 MAINTENANCE OF POLLUTION FACILITIES

3.12 TRAINING OF CONTRACTOR PERSONNEL

3.13 POST CONSTRUCTION CLEANUP

SECTION 01 57 20.00 10 Page 2

SECTION 01 57 20.00 10

ENVIRONMENTAL PROTECTION

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PART 1 GENERAL

ATTACHMENTS: Record of Categorical Exclusion

1.1 REFERENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2008; Change 1-2010; Change 3-2010;

Errata 1-2010) Safety and Health Requirements Manual

WETLANDS DELINEATION MANUAL (1987) Corps of Engineers Wetlands Delineation Manual

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

33 CFR 328 Definitions of Waters of the United States

40 CFR 261 Identification and Listing of Hazardous Waste

40 CFR 262 Standards Applicable to Generators of Hazardous Waste

40 CFR 279 Standards for the Management of Used Oil

40 CFR 302 Designation, Reportable Quantities, and Notification

40 CFR 355 Emergency Planning and Notification

40 CFR 68 Chemical Accident Prevention Provisions

49 CFR 171 - 178 Hazardous Materials Regulations

1.2 DEFINITIONS

1.2.1 Environmental Pollution and Damage

Environmental pollution and damage is the presence of chemical, physical, or biological elements or agents which adversely affect human health or welfare; unfavorably alter ecological balances of importance to human life;

affect other species of importance to humankind; or degrade the environment aesthetically, culturally and/or historically.

SECTION 01 57 20.00 10 Page 3

1.2.2 Environmental Protection

Environmental protection is the prevention/control of pollution and habitat disruption that may occur to the environment during construction. The control of environmental pollution and damage requires consideration of land, water, and air; biological and cultural resources; and includes management of visual aesthetics; noise; solid, chemical, gaseous, and liquid waste; radiant energy and radioactive material as well as other pollutants.

1.2.3 Contractor Generated Hazardous Waste

Contractor generated hazardous waste means materials that, if abandoned or disposed of, may meet the definition of a hazardous waste. These waste streams would typically consist of material brought on site by the Contractor to execute work, but are not fully consumed during the course of construction. Examples include, but are not limited to, excess paint thinners (i.e. methyl ethyl ketone, toluene etc.), waste thinners,excess paints, excess solvents, waste solvents, and excess pesticides, and contaminated pesticide equipment rinse water.

1.2.4 Land Application for Discharge Water

The term "Land Application" for discharge water implies that the Contractor must discharge water at a rate which allows the water to percolate into the soil. No sheeting action, soil erosion, discharge into storm sewers, discharge into defined drainage areas, or discharge into the "waters of the United States" must occur. Land Application must be in compliance with all applicable Federal, State, and local laws and regulations.

1.2.5 Pests

The term "pests" means arthropods, birds, rodents, nematodes, fungi, bacteria, viruses, algae, snails, marine borers, snakes, weeds and other organisms (except for human or animal disease-causing organisms) that adversely affect readiness, military operations, or the well-being of personnel and animals; attack or damage real property, supplies, equipment, or vegetation; or are otherwise undesirable.

1.2.6 Surface Discharge

The term "Surface Discharge" implies that the water is discharged with possible sheeting action and subsequent soil erosion may occur. Waters that are surface discharged may terminate in drainage ditches, storm sewers,creeks, and/or "waters of the United States" and would require a permit to discharge water from the governing agency.

1.2.7 Waters of the United States

All waters which are under the jurisdiction of the Clean Water Act, as defined in 33 CFR 328.

1.2.8 Wetlands

Those areas that are inundated or saturated by surface or ground water at a frequency and duration sufficient to support, and that under normal circumstances do support, a prevalence of vegetation typically adapted for life in saturated soil conditions. Wetlands generally include swamps, marshes, and bogs. Official determination of whether or not an area is

SECTION 01 57 20.00 10 Page 4 classified as a wetland must be done in accordance with

WETLANDS DELINEATION MANUAL.

1.3 GENERAL REQUIREMENTS

Minimize environmental pollution and damage that may occur as the result of construction operations. The environmental resources within the project boundaries and those affected outside the limits of permanent work must be protected during the entire duration of this contract. Comply with all applicable environmental Federal, State, and local laws and regulations.

Any delays resulting from failure to comply with environmental laws and regulations will be the Contractor's responsibility.

1.4 SUBCONTRACTORS

Ensure compliance with this section by subcontractors.

1.5 PAYMENT

No separate payment will be made for work covered under this section.

Payment of fees associated with environmental permits, application, and/or notices obtained by the Contractor, and payment of all fines/fees for violation or non-compliance with Federal, State, Regional and local laws and regulations are the Contractor's responsibility. All costs associated with this section must be included in the contract price.

1.6 SUBMITTALS

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

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

Administrative Submittals

Environmental Protection Plan

The environmental protection plan.

1.7 ENVIRONMENTAL PROTECTION PLAN

Prior to commencing construction activities or delivery of materials to the site, submit an Environmental Protection Plan for review and approval by the Contracting Officer. The purpose of the Environmental Protection Plan is to present a comprehensive overview of known or potential environmental issues which the Contractor must address during construction. Issues of concern must be defined within the Environmental Protection Plan as outlined in this section. Address each topic at a level of detail commensurate with the environmental issue and required construction task(s). Topics or issues which are not identified in this section, but are considered necessary, must be identified and discussed after those items formally identified in this section. Prior to submittal of the Environmental Protection Plan, meet with the Contracting Officer for the purpose of discussing the implementation of the initial Environmental Protection Plan; possible subsequent additions and revisions to the plan including any reporting requirements; and methods for administration of the Contractor's Environmental Plans. The Environmental Protection Plan must be current and maintained onsite by the Contractor.

SECTION 01 57 20.00 10 Page 5

1.7.1 Compliance

No requirement in this Section will relieve the Contractor of any applicable Federal, State, and local environmental protection laws and regulations. During Construction, the Contractor will be responsible for identifying, implementing, and submitting for approval any additional requirements to be included in the Environmental Protection Plan.

1.7.2 Contents

Include in the environmental protection plan, but not limit it to, the following:

a. Name(s) of person(s) within the Contractor's organization who is(are) responsible for ensuring adherence to the Environmental Protection Plan.

b. Name(s) and qualifications of person(s) responsible for manifesting hazardous waste to be removed from the site, if applicable.

c. Name(s) and qualifications of person(s) responsible for training the Contractor's environmental protection personnel.

d. Description of the Contractor's environmental protection personnel training program.

e. An erosion and sediment control plan which identifies the type and location of the erosion and sediment controls to be provided. The plan must include monitoring and reporting requirements to assure that the control measures are in compliance with the erosion and sediment control plan, Federal, State, and local laws and regulations. A Storm Water Pollution Prevention Plan (SWPPP) may be substituted for this plan.

f. Drawings showing locations of proposed temporary excavations or embankments for haul roads, stream crossings, material storage areas, structures, sanitary facilities, and stockpiles of excess or spoil materials including methods to control runoff and to contain materials on the site.

g. Traffic control plans including measures to reduce erosion of temporary roadbeds by construction traffic, especially during wet weather. Plan shall include measures to minimize the amount of mud transported onto paved public roads by vehicles or runoff.

h. Work area plan showing the proposed activity in each portion of the area and identifying the areas of limited use or nonuse. Plan should include measures for marking the limits of use areas including methods for protection of features to be preserved within authorized work areas.

i. Drawing showing the location of borrow areas.

j. Include in the Spill Control plan the procedures, instructions, and reports to be used in the event of an unforeseen spill of a substance regulated by 40 CFR 68, 40 CFR 302, 40 CFR 355, and/or regulated under State or Local laws and regulations. The Spill Control Plan supplements the requirements of EM 385-1-1 . Include in this plan, as a minimum:

SECTION 01 57 20.00 10 Page 6

(1) The name of the individual who will report any spills or hazardous substance releases and who will follow up with complete documentation. This individual will immediately notify the Contracting Officer and the local Fire Departmentin addition to the legally required Federal, State, and local reporting channels (including the National Response Center 1-800-424-8802) if a reportable quantity is released to the environment. Include in the plan a list of the required reporting channels and telephone numbers.

(2) The name and qualifications of the individual who will be responsible for implementing and supervising the containment and cleanup.

(3) Training requirements for Contractor's personnel and methods of accomplishing the training.

(4) A list of materials and equipment to be immediately available at the job site, tailored to cleanup work of the potential hazard(s) identified.

(5) The names and locations of suppliers of containment materials and locations of additional fuel oil recovery, cleanup, restoration, and material-placement equipment available in case of an unforeseen spill emergency.

(6) The methods and procedures to be used for expeditious contaminant cleanup.

k. A non-hazardous solid waste disposal plan identifying methods and locations for solid waste disposal including clearing debris and schedules for disposal.

(1) Identify any subcontractors responsible for the transportation and disposal of solid waste. Submit licenses or permits for solid waste disposal sites that are not a commercial operating facility.

(2) Evidence of the disposal facility's acceptance of the solid waste must be attached to this plan during the construction. Attach a copy of each of the Non-hazardous Solid Waste Diversion Reports to the disposal plan. Submit the report for the previous quarter on the first working day after the first quarter that non-hazardous solid waste has been disposed and/or diverted (e.g. the first working day of January, April, July, and October).

(3) Indicate in the report the total amount of waste generated and total amount of waste diverted in cubic yards or tons along with the percent that was diverted.

(4) A recycling and solid waste minimization plan with a list of measures to reduce consumption of energy and natural resources.

Detail in the plan the Contractor's actions to comply with and to participate in Federal, State, Regional, and local government sponsored recycling programs to reduce the volume of solid waste at the source.

l. An air pollution control plan detailing provisions to assure that dust, debris, materials, trash, etc., do not become air borne and travel off the project site.

SECTION 01 57 20.00 10 Page 7

m. A contaminant prevention plan that: identifies potentially hazardous substances to be used on the job site; identifies the intended actions to prevent introduction of such materials into the air, water, or ground; and details provisions for compliance with Federal, State, and local laws and regulations for storage and handling of these materials. In accordance with EM 385-1-1, a copy of the Material Safety Data Sheets (MSDS) and the maximum quantity of each hazardous material to be onsite at any given time must be included in the contaminant prevention plan. Update the plan as new hazardous materials are brought onsite or removed from the site.

n. A waste water management plan that identifies the methods and procedures for management and/or discharge of waste waters which are directly derived from construction activities, such as concrete curing water, clean-up water, dewatering of ground water, disinfection water, hydrostatic test water, and water used in flushing of lines. If a settling/retention pond is required, the plan must include the design of the pond including drawings, removal plan, and testing requirements for possible pollutants. If land application will be the method of disposal for the waste water, the plan must include a sketch showing the location for land application along with a description of the pretreatment methods to be implemented. If surface discharge will be the method of disposal, include a copy of the permit and associated documents as an attachment prior to discharging the waste water. If disposal is to a sanitary sewer, the plan must include documentation that the Waste Water Treatment Plant Operator has approved the flow rate, volume, and type of discharge.

o. A historical, archaeological, cultural resources biological resources and wetlands plan that defines procedures for identifying and protecting historical, archaeological, cultural resources, biological resources and wetlands known to be on the project site: and/or identifies procedures to be followed if historical archaeological, cultural resources, biological resources and wetlands not previously known to be onsite or in the area are discovered during construction.

Include in the plan methods to assure the protection of known or discovered resources, identifying lines of communication between Contractor personnel and the Contracting Officer.

1.7.3 Appendix

Attach to the Environmental Protection Plan, as an appendix, copies of all environmental permits, permit application packages, approvals to construct, notifications, certifications, reports, and termination documents.

1.8 PROTECTION FEATURES

This paragraph supplements the Contract Clause PROTECTION OF EXISTING VEGETATION, STRUCTURES, EQUIPMENT, UTILITIES, AND IMPROVEMENTS. Prior to start of any onsite construction activities, the Contractor and the Contracting Officer will make a joint condition survey. Immediately following the survey, the Contractor will prepare a brief report including a plan describing the features requiring protection under the provisions of the Contract Clauses, which are not specifically identified on the drawings as environmental features requiring protection along with the condition of trees, shrubs and grassed areas immediately adjacent to the site of work and adjacent to the Contractor's assigned storage area and access route(s), SECTION 01 57 20.00 10 Page 8 as applicable. This survey report will be signed by both the the Contractor and the Contracting Officer upon mutual agreement as to its accuracy and completeness. The Contractor must protect those environmental features included in the survey report and any indicated on the drawings, regardless of interference which their preservation may cause to the work under the contract.

1.9 ENVIRONMENTAL ASSESSMENT OF CONTRACT DEVIATIONS

Any deviations from the drawings,plans and specifications, requested by the Contractor and which may have an environmental impact, will be subject to approval by the Contracting Officer and may require an extended review, processing, and approval time. The Contracting Officer reserves the right to disapprove alternate methods, even if they are more cost effective, if the Contracting Officer determines that the proposed alternate method will have an adverse environmental impact.

1.10 NOTIFICATION

The Contracting Officer will notify the Contractor in writing of any observed noncompliance with Federal, State or local environmental laws or regulations, permits, and other elements of the Contractor's Environmental Protection plan.