W912QR-60440629_Specs-0003.pdf

W912QR-60440629: Olmsted Access Road 53 Repairs Amendment 0003

REPLY T O

ATTENTION OF

DEPARTMENT OF THE ARMY

LOUISVILLE DISTRICT, CORPS OF ENGINEERS

P.O. BOX 59

LOUISVILLE, KENTUCKY 40201-0059

CELRL-CT 02 April 2026

Aleut Flood Management, LLC 5775 Mark Dabling BLVD Colorado Springs, CO 80919

Geiger Brothers, INC 317 Ralph St Jackson, OH 45640

Brannon Contracting & Maintenance Services, LLC 1510 Moxahala AVE Zanesville, OH 43701

MI – DE – CON, Inc.

3331 S 3rd Street Ironton, OH 45638

Massillon Construction and Supply LLC 1245 Raff RD SW Canton, OH 44710

Dear MATOC Contractors:

Reference is made to your Indefinite Delivery Indefinite Quantity Contracts, Numbers W9123723D0003 through W9123723D0007, Multiple Award Task Order Contracts (MATOCs) for Design Bid Build Land Based Construction Projects assigned to the Rivers Districts (LRH, LRL, LRN & LRP) of the U.S. Army Corps of Engineers, Great Lakes and Ohio River Division.

Request for Proposal (RFP) W912QR-60440629 for Olmsted Access Road 53 Repairs. We request that you submit a price proposal for all labor, materials, and equipment, to repair asphalt, gravel patch areas, wingwalls and headwalls, and culvert replacement at Olmsted Locks and Dam in Olmsted, Illinois in accordance with the drawings and technical specifications included below.

The basis for award for this task order will be lowest price. Please complete and return the Price Breakout Schedule with your proposal. The submitted price breakdown should include sufficient detail to allow the Government to verify that your proposed price incorporates the binding rates from your base contract. Any level of effort shown in the submitted information will not be used for evaluation purposes and will be used only to ensure that the proposal is in compliance with the binding rates from the base contract.

The cost range is between $250,000 and $500,000

***** Amendment 0001 ***** The price break out schedule was omitted from the original Request for Proposal (RFP) and has been included.

***** Amendment 0001 *****

***** Amendment 0002 ***** Due to clerical error, Geiger Brothers, INC was not included in original RFP. New Due Date is 13 April 2026.

***** Amendment 0002 *****

***** Amendment 0003 ***** To clarify from previous amendment letters, Performance and Payment Bonds will be required as stated in the original RFP letter. Bid Bonds will NOT be required. ProjNet has been extended to 12 April 2026.

New due date for proposals is 17 April 2026 at 1:00 PM EDT. ProjNet questions must be submitted by 12 April 2026.

W912QR-60440629_Specs-0003

Revised Specifications and Statement of Work are attached. The Summary of Changes are as follows:

SUMMARY OF CHANGES

1. The following SPECIFICATION SECTIONS have been revised and replaced in their entirety:

TABLE OF CONTENTS

00 10 00 PRICE BREAKOUT SCHEDULE

SUBMITTAL REGISTER

2. The following SPECIFICATION SECTIONS have been added in their entirety:

None

3. The following SPECIFICATION SECTIONS have been deleted in their entirety:

03 30 00 CAST-IN-PLACE CONCRETE

03 42 13.00 10 PLANT-RECAST CONCRETE PRODUCTS FOR BELOW GRADE

CONSTRUCTION

35 31 19.00 06 STONE PROTECTION

4. The following PLAN SHEETS have been revised and replaced in their entirety:

G001 COVER SHEET

G003 OVERALL PHOTOGRAPHY LOCATION PLAN

G004 PHOTOGRAPHY LOCATION PLAN

G005 PHOTOGRAPHY LOCATION PLAN

G007 SITE PHOTOGRAPHY

G008 SITE PHOTOGRAPHY

VF101 OVERALL SITE SURVEY

VF102 SITE SURVEY

VF103 SITE SURVEY

VF104 SITE SURVEY

VF105 SITE SURVEY

VF106 SITE SURVEY

VF107 SITE SURVEY

CD101 OVERALL DEMOLITION

CD102 DEMOLITION PLAN

CD103 DEMOLITION PLAN

CD104 DEMOLITION PLAN

CD105 DEMOLITION PLAN

CD106 DEMOLITION PLAN

CD107 DEMOLITION PLAN

CS101 OVERALL SITE PLAN

CS102 SITE PLAN STA 0+00 – 8+50

CS103 SITE PLAN STA 8+50 – 17+25

CS104 SITE PLAN STA 17+25 – 25+50

CS105 SITE PLAN STA 25+50 – 34+25

CS106 SITE PLAN

CS107 SITE PLAN

CS501 CIVIL DETAILS

5. The following PLAN SHEETS have been added new:

None

6. The following PLAN SHEETS have been deleted in their entirety new:

CS502 CIVIL DETAILS

S-101 STA 31+15 CULVERT - ASSEMBLY ISOMETRIC VIEW

S-102 STA 31+15 CULVERT - WINGWALL ISOMETRIC VIEW

S-103 STA 31+15 CULVERT - PLAN VIEW

S-104 STA 3+75 CULVERT - ASSEMBLY ISOMETRIC VIEW

S-105 STA 3+75 CULVERT - WINGWALL ISOMETRIC VIEW

S-106 STA 3+75 CULVERT - PLAN VIEW

S-301 STA 31+15 CULVERT DETAILING

S-302 CULVERT-WINGWALL ASSEMBLY SECTIONS

S-303 WINGWALL REINFORCEMENT DETAILS

7. The following DOCUMENTS have been revised and replaced in their entirety:

STATEMENT OF WORK

*****Amendment 0003 *****

PLEASE NOTE: Wage Rates will be in effect for Construction Services and are attached to this RFP. The effective DBA Wage Rate for this requirement is IL20260016 dated 02 January 2026 Illinois - Heavy and Highway.

Please note, as stated in the Base Contract, the following clauses have been updated to reflect the specific Task Order requirements:

• FAR 52.211-10 Commencement, Prosecution, and Completion of Work.

• FAR 52.211-12 Liquidated Damages-Construction.

• FAR 52.211-13 Time Extensions.

• DFARS 252.236-7001 Contract Drawings and Specifications.

• FAR 52.236-4 Physical Data.

• FAR 52.236-1 Performance of Work by the Contractor.

Offerors shall allow for Government acceptance of proposals for 60 calendar days from the date proposals are due. Any proposal that does not allow acceptance for 60 days will not be considered and will be rejected.

Proposals are due no later than 1:00 PM Eastern Time on 17 April 2026. Submit your proposal through PIEE per the attached instructions. Proposals not received by the stated date/time will not be considered. Please acknowledge receipt of this RFP by signing below in the space provided and returning to Justin McPherson via email at justin.m.mcpherson@usace.army.mil.

Payment and Performance Bonds will be required for this project. The Notice to Proceed will be issued after receipt and approval of the bonds.

All questions regarding this Request for Proposal (RFP) must be submitted through ProjNet by 12 April 2026 by following the attached ProjNet instructions.

If an offeror believes that the requirements in the RFP contain an error, omission, or are otherwise unsound; the offeror shall immediately notify the Contract Specialist in writing with supporting rationale. The Offeror is reminded that the Government reserves the right to award this RFP based on the initial proposals, as received, without discussion. Page Numbering may not be in order.

Andrew J. Fleming Contracting Officer

Contractor’s acknowledgment:

Name:

Date:

Firm:

Signature:

LD 53 Access Road Olmsted, IL

FY26, P2 112574

Price Breakout Schedule

SECTION 00 10 00

CERTIFIED FINAL

00 10 00

PRICE BREAKOUT SCHEDULE

02/13

OFFEROR'S NAME: ___________________________________________

CONTRACT LINE ITEM SCHEDULE

Line Item No. Description Unit Amount

Amendment 0003***************************************************************

BASE PROPOSAL

0001. Construction: All work and labor required to construct the roadway surface repairs. Job $ ______________________

***************************************************************Amendment 0003 Total Base Proposal $

NOTES FOR CONTRACT LINE ITEM (CLIN) SCHEDULE

NOTE NO. 1. To better facilitate the receipt and proposal process, all modifications to proposals are to be submitted on copies of the latest Contract Line Item (CLIN) schedules as published in the solicitation or the latest amendment thereto. In lieu of indicating additions/deductions to line items, all Offerors should state their revised prices for each item.

NOTE NO. 2. Offerors must insert a price on all numbered items of the CLIN Schedule. Failure to do so may result in the offer being unacceptable.

--END OF CLIN SCHEDULE�

Amendment 0003 W912QR-60440629_Specs-0003

– Dam Rd 53 Statement of Work

STATEMENT OF WORK

Amendment 0003**********************************************************************

1. GENERAL

The contractor shall repair the asphalt and gravel patch areas per the design drawings attached to this contract. The work will begin after contract award.

The contractor shall field verify all dimensions, geometry, and fit ups prior to fabrication and installation.

Existing construction shown is based on existing construction documents and general construction practice and is not guaranteed to be true or exact.

The contractor shall field verify all existing conditions relevant to his work prior to construction. Details not specifically indicated shall be similar to details shown for similar conditions. The contractor is also responsible for the timely and proper disposal of all waste and removed materials related to their repairs from the facility.

The contractor shall remove existing damaged asphalt and or gravel on the top of roadway on Dam Rd 53 to the depth and extent specified by the design drawings. The contractor will not damage existing roadway during pavement removal. The contractor will prepare the asphalt surface for bonding and will then install new asphalt.

In case of disagreement between the statement of work and the contract task order, the contract task order supersedes the statement of work.

**********************************************************************Amendment 0003

The POC�s information is as follows:

Project Manager: Aaron Steele 600 Dr. Martin Luther King Jr Pl, RM 872

Louisville, KY 40202 Phone number: (502) 315-6372

E-mail: aaron.b.steele@usace.army.mil

Amendment 0003**********************************************************************

I. Contract Commencement and Completion Dates

a. The Notice to Proceed (NTP) for the work outlined in the base price breakout schedule (Item No.

001) is estimated to be 01 , May 2026 based on PALT, but no more than thirty (30) calendar days from the award of the contract.

b. Offsite preparations, including work related to submittals, shall commence ten (10) calendar days from receipt of the NTP for the base price breakout schedule.

c. On-site preparation is encouraged to begin as soon as possible after NTP, subject to approval of the work plan.

d. See 00750 Information Supplied by PE/A to Contracting MATOC IDIQ Contracts for construction contract duration.

e. There shall be a pre-work construction meeting between the Contractor, the Contracting Officer Representative (COR), and the Project Manager (PM) prior to the start of work.

f. Prior to start of work, the Contractor shall submit a construction plan. The contractor shall coordinate work with the COR, including schedule, site access, equipment and material storage, W912QR-60440629: Olmsted Access Road 53 Repairs disconnections, temporary utility outages, and temporary handrail removals. Coordination will be crucial part of this project due to many moving parts.

**********************************************************************Amendment 0003

Amendment 0003**********************************************************************

II. Project Stages � Work Schedule/Restrictions

After NTP Date:

Schedule: Repair work may be conducted as long as it does not or create unsafe conditions.

Normal Working Hours. Normal working hours, except as otherwise specified herein, shall be Monday through Thursday, 7:00 a.m. to 4:00 p.m. Eastern Time or as specified on the Purchase order. Work that interferes with other ongoing functions at the project shall be scheduled around normal working hours, as specified by the Technical POC. Refer to individual sections of this specification for specific schedules of work.

Holiday Work. The eleven Federal holidays observed are:

New Year's Day (January 1st) Martin Luther King Day (3rd Monday in January)

President's Day (3rd Monday in February) Memorial Day (Last Monday in May) Independence Day (July 4th) Juneteenth (June 19th) Labor Day (1st Monday in September)

Columbus Day (2nd Monday in October)

Veterans Day (November 11th) Thanksgiving Day (4th Thursday in November)

Christmas Day (December 25th)

When one of the above designated holidays falls on a Sunday, the following Monday is observed as a legal holiday. When a legal holiday falls on a Saturday, the preceding Friday is observed as a holiday. Work shall be scheduled around the above-listed Federal holidays except as specified herein or as approved by the Technical POC.

c. Inclement Weather Work. The Contractor shall maintain the schedule of services regardless of inclement weather. Exceptions may be approved by the Technical POC when severe conditions make it impractical or dangerous to perform the work. The KO will notify the Contractor, by modification to the Purchase order, of any change that extends the performance period due to inclement weather.

Contractor shall be responsible to maintain orderly project site and clean any mud, debris, or waste from their work area.

**********************************************************************Amendment 0003

Amendment 0003**********************************************************************

III. Responsibilities and Site Conditions

W912QR-60440629: Olmsted Access Road 53 Repairs

a. The Contractor shall be fully responsible for the purchase/rental, delivery, and placement of necessary equipment to complete the job without assistance from the HCF. This equipment may include but is not limited to: Manlifts, cranes, forklifts, elevators, toolboxes, scaffolding, air compressors, pumps, welders, and dumpsters.

b. The Contractor is fully responsible for the transportation of the concrete mixture and its pouring/forming appurtenant items to the worksite.

c. Fueling of equipment will follow all local, state and federal Spill Prevention and Countermeasure (SPCC) regulations. Fuel will not be provided by the government.

d. Existing break areas, offices, latrines, and showers are not available for contractor use. It is recommended that the contractor bring portable restrooms and a break room. There will be a designated laydown area and it is identified in sheet GI003.

**********************************************************************Amendment 0003

IV. Pre-proposal Site Visit

A mandatory site visit will not be conducted.

V. Payment Procedures and Additional Work

At no time should the Contractor perform additional work outside the scope of this contract without the prior authorization of the Contracting Officer, and no work shall be performed that will cause the Contractor to exceed the Contract Price. Work performed without a binding contract document authorizing such work shall result in the Contractor not being paid for that work performed. During the course of the Contract, any additional work determined to be needed may be requested by the Contracting Officer for a Contract Modification. Each interested Contractor shall examine the contract drawings, participate in pre-proposal site visit and assume the responsibility for quantities, materials, critical dimensions, and work conditions used in order to calculate a proposal.

VI. Wage Rates

The U.S. Department of Labor (DOL) wage rates apply to this work and are included. The Contractor is required to provide payroll documentation for all work performed under this Contract.

2. DESIGN GUIDANCE

I. ACI 318 Building Code Requirements for Structural Concrete and Commentary II. ACI 301 Specifications for Structural Concrete III. ACI 423.10R-16 Guide to Estimating Prestress Loss IV. AISC Steel Construction Manual, 14th Edition V. ASTM C39/C39m Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens VI. ASTM C494 Standard Specification for Chemical Admixtures for Concrete VII. AWS D1.1 Structural Welding Code VIII. EM 385-1-1, Safety and Health Requirements Manual

IX. EM 1110-2-2104

X. Markland L&D Periodic Inspection No. 12, Periodic Assessment No. 1 XI. Precast/Prestressed Concrete Institute Design Handbook 7th Ed.

XII. SSPC-SP10 Near-White Blast Cleaning

W912QR-60440629: Olmsted Access Road 53 Repairs

Amendment 0003**********************************************************************

3. REFERENCE DRAWINGS

The construction process shall conform to the attached drawings, which form a part of these specifications.

SHEET INDEX

Sheet Number

Sheet Title

GI001 COVER SHEET

GI002 SITE AREA & VICINITY

GI003 OVERALL PHOTOGRAPHY LOCATION PLAN

GI004 PHOTOGRAPHY LOCATION PLAN

GI005 PHOTOGRAPHY LOCATION PLAN

GI006 SITE PHOTOGRAPHY

GI007 SITE PHOTOGRAPHY

GI008 SITE PHOTOGRAPHY

VF101 OVERALL SITE SURVEY

VF102 SITE SURVEY

VF103 SITE SURVEY

VF104 SITE SURVEY

VF105 SITE SURVEY

VF106 SITE SURVEY

VF107 SITE SURVEY

VF401 CONTROL POINT DESCRIPTIONS

CD101 OVERALL DEMOLITION

CD102 DEMOLITION PLAN

CD103 DEMOLITION PLAN

CD104 DEMOLITION PLAN

CD105 DEMOLITION PLAN

CD106 DEMOLITION PLAN

CD107 DEMOLITION PLAN

CS101 OVERALL SITE PLAN

CS102 SITE PLAN

CS103 SITE PLAN

CS104 SITE PLAN

CS105 SITE PLAN

CS106 SITE PLAN

CS107 SITE PLAN

CS501 CIVIL DETAILS

**********************************************************************Amendment 0003

W912QR-60440629: Olmsted Access Road 53 Repairs

Amendment 0003**********************************************************************

4. OPERATIONAL AND SECURITY REQUIREMENTS

See spec 00 80 00.00 06, section 1.27 CONTRACTOR SECURITY TRAINING/FACILITY ACCESS

REQUIREMENTS

FOR ALL LOUISVILLE DISTRICT CONTRACTS:

See spec 00 80 00.00 06, section 1.27 CONTRACTOR SECURITY TRAINING/FACILITY ACCESS

REQUIREMENTS

FOR CONTRACTORS REQUIRING DOD COMMON ACCESS CARDS (CAC):

See spec 00 80 00.00 06, section 1.27 CONTRACTOR SECURITY TRAINING/FACILITY ACCESS

REQUIREMENTS

FOREIGN NATIONALS:

See spec 00 80 00.00 06, section 1.27 CONTRACTOR SECURITY TRAINING/FACILITY ACCESS

REQUIREMENTS

**********************************************************************Amendment 0003

Amendment 0003**********************************************************************

5. CORPS COORDINATION

I. The Contractor shall constantly be in coordination with the COR.

**********************************************************************Amendment 0003

6. SUBMITTALS

The government review period for submittals shall be 2 weeks unless noted otherwise in the Task Order contract.

Amendment 0003**********************************************************************

7. CONSTRUCTION QUALITY CONTROL MANAGER (CQC MANAGER)

See spec 01 45 04.10 06, section 3.5 CONSTRUCTION QUALITY CONTROL ORGANIZATION for CQC requirements.

**********************************************************************Amendment 0003

Amendment 0003**********************************************************************

8. SITE SAFETY AND HEALTH OFFICER (SSHO)

See spec 01 35 26.00 06, section 1.5 SITE QUALIFICATIONS, DUTIES AND MEETINGS for SSHO qualifications.

**********************************************************************Amendment 0003

Amendment 0003**********************************************************************

9. LIQUIDATED DAMAGES � CONSTRUCTION

See 00750 Information Supplied by PE/A to Contracting MATOC IDIQ Contracts for liquidated damages.

W912QR-60440629: Olmsted Access Road 53 Repairs

**********************************************************************Amendment 0003

Amendment 0003**********************************************************************

10. TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER ER 415-1-15

See spec 00 80 00.00 06, section 1.19 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER for weather days.

**********************************************************************Amendment 0003

11. SAFETY

The Contractor shall complete all work in accordance with the most current U.S. Army Corps of Engineers Safety and Health Requirements Manual, EM 385-1-1, in addition to the current provisions of the Occupational Safety and Health Act, and all applicable Federal, State and local laws, codes and regulations. The Contractor shall submit a safety plan in writing prior to any on-site work. The safety plan may be turned in by the time of the pre-work conference.

Personal Protective Equipment (PPE) and Apparel. Protective apparel and equipment, as identified in the AHA, shall be provided to eliminate or minimize safety hazards to personnel. As a minimum, each employee shall wear a sleeved shirt, long trousers, and safety-toe shoes or boots during all contract work. Hard hats, face shields, safety glasses with side shields, or goggles, and hearing protection shall be worn by employees when required by the Safety Manual. Fire extinguisher(s) and first aid kit(s) meeting the Safety Manual standards shall also be provided and easily accessible to all employees.

http://www.publications.usace.army.mil/Portals/76/Publications/EngineerManuals/EM_385-1-1.pdf

12. ACCIDENT REPORTING

The Contractor shall maintain accurate accident records and report all accidents as prescribed by the COR.

Accidents shall be reported within twenty-four (24) hours of occurrence (not including weekends and holidays), and all serious accidents (those resulting in death or injury requiring medical attention or lost time) shall be reported immediately.

13. DAMAGE REPORTS

In all instances where Government property, equipment, natural features, landscape, or trees are damaged by contract employees, an immediate notification shall be made to the COR. A full report of the incident and extent of such damage shall be submitted to the COR within two (2) working days of occurrence, excluding weekends and holidays.

14. CONTRACT EMPLOYEES

All contract employees shall conduct themselves in a proper and courteous manner at all times. Contract employees shall comply with all provisions of Title 36, Chapter III, Part 327, CFR and obey all posted signs and regulations in the performance of work under this contract. Being under the influence of or consuming alcoholic beverages or any controlled substances by the Contractor or employees while on duty is prohibited.

Amendment 0003**********************************************************************

15. APPENDICES

None

**********************************************************************Amendment 0003

W912QR-60440629: Olmsted Access Road 53 Repairs

112574 LD 53 Access Road Olmstead, IL

PROJECT TABLE OF CONTENTS Page 1

AMENDMENT 0003

CERTIFIED FINAL

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 10 00 PRICE BREAKOUT SCHEDULE

00 80 00.00 06 04/21, CHG 1: 06/23 SPECIAL PROVISIONS

00 80 00.01 06 CONSTRUCTION PROJECT SIGNS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 02/24 SUMMARY OF WORK

01 32 01.00 06 10/23 PROJECT SCHEDULE

01 33 00 08/18, CHG 4: 02/21 SUBMITTAL PROCEDURES

01 35 26.00 06 05/24, CHG 1: 10/24 GOVERNMENT SAFETY REQUIREMENTS

01 42 00 05/24 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.15 10 11/23 RESIDENT MANAGEMENT SYSTEM

CONTRACTOR MODE (RMS CM)

01 45 04.10 06 05/25 CONTRACTOR QUALITY CONTROL

01 57 19.00 06 04/20 TEMPORARY ENVIRONMENTAL CONTROLS

AND PERMITS

01 74 19 02/19, CHG 3: 11/21 CONSTRUCTION WASTE MANAGEMENT AND

DISPOSAL

DIVISION 02 – EXISTING CONDITIONS

02 41 00 08/22 DEMOLITION

Amendment 0003***************************************************************

DIVISION 03 - CONCRETE

03 30 00 02/19, CHG 9: 08/24 DELETED

03 42 13.00 10 05/16 DELETED

***************************************************************Amendment 0003

DIVISION 31 - EARTHWORK

31 00 00.00 06 05/24, CHG 1: 12/24 EARTHWORK

DIVISION 32 – EXTERIOR IMPROVEMENTS

32 01 16.71 11/22 COLD MILLING ASPHALT PAVING

32 11 23 05/22 AGGREGATE BASE COURSE FOR FLEXIBLE

PAVING

32 12 23 05/17 BITUMINOUS TACK AND PRIME COATS

32 12 16.16 11/20 ROAD-MIX ASPHALT PAVING

32 92 19 10/06 SEEDING

Amendment 0003***************************************************************

DIVISION 35 – WATERWAY AND MARINE CONSTRUCTION

35 31 19.00 06 06/24 DELETED

***************************************************************Amendment 0003

--End of Project Table of Contents--

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 1 OF 9 PAGES

112574 FY25 LD 53 ACCESS ROAD

00 80 00.00 06 SD-01 Preconstruction Submittals

1.13 G ROLocal Agency Check

1.11 G ROSF1413 Statement and

Acknowledgement

1.31 G RORadioactive Material/Equipment

SD-05 Design Data

1.36Progress Photographs

SD-07 Certificates

1.28 G ROInsurance

1.26 G ROSales and Use Tax

SD-11 Closeout Submittals

1.6.4 G ROPreliminary (Working) As-Built

Drawings

1.6.1 G ROFinal As-Built Drawings

1.6.1.2 G ROCAD Working As-Built Drawings

01 32 01.00 06 SD-01 Preconstruction Submittals

1.3 GProject Scheduler Qualifications

3.4.1 GPreliminary Project Schedule

3.4.2 GInitial Project Schedule

3.6.2 GPeriodic Schedule Update

01 33 00 SD-01 Preconstruction Submittals

1.8 G ROSubmittal Register

01 35 26.00 06 SD-01 Preconstruction Submittals

1.7Accident Prevention Plan (APP)

1.7ENG Form 6293

1.7Fatigue Management 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 9 PAGES

01 35 26.00 06 1.7Bloodborne Pathogen Plan

1.7Exposure Control Plan

1.7Automatic External Defibrillator

(AED) Program

1.7Site Layout Plan

1.7Access/Haul Road Plan

1.7Hearing Conservation Program

1.7Respiratory Protection Plan

1.7Health Hazard Control Program

1.7Hazard Communication Program

1.7Process Safety Management

Plan

1.7Lead Compliance Plan &

Specifications

1.7Asbestos Abatement Plan &

Specifications

1.7Radiation Safety Program

1.7Abrasive Blasting Plan

1.7Heat Stress Monitoring Plan

1.7Cold Stress Monitoring Plan

1.7Indoor Air Quality Management

Plan

1.7Mold Remediation Plan

1.7Chromium (VI) Exposure

Evaluation

1.7Crystalline Silica Assessment

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

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

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 3 OF 9 PAGES

01 35 26.00 06 1.7Lighting Plan for Night Operations

1.7Traffic Control Plan

1.7Fire Prevention Plan

1.7Wild Land Fire Management Plan

1.7Arc Flash Hazard Analysis

1.7Assured Equipment Grounding

Control Program (AEGCP)

1.7Hazardous Energy Control Plan

1.7Standard Pre-Lift Plan (LHE)

1.7Critical Lift Plan - LHE

1.7Naval Architectural Analysis-LHE

(Floating)

1.7Floating Plant Inspection and

Certification

1.7Severe Weather Plan for Marine

Activities

1.7Emergency Plan for Marine

Activities

1.7Man Overboard/Abandon Ship

Procedures

1.7Float Plan for Launches, Motorboats, Skiffs

1.7Fall Protection and Prevention

Plan

1.7Demolition/Renovation Plan (to include engineering survey)

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

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

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 4 OF 9 PAGES

01 35 26.00 06 1.7Rope Access Work Plan

1.7Excavation/Trenching Plan

1.7Fire Prevention & Protection Plan for Underground Construction

1.7Compressed Air Plan for

Underground Construction

1.7Erection and Removal Plan for

Formwork and Shoring

1.7PreCast Concrete Plan

1.7Lift-Slab Plans

1.7Masonry Bracing Plan

1.7Steel Erection Plan

1.7Explosives Safety Site Plan

(ESSP)

1.7Blasting Plan

1.7Dive Operations Plan

1.7Safe Practices Manual for Diving

Activities

1.7Emergency Management Plan for

Diving

1.7Tree Felling/Maintenance

Program

1.7Aircraft/Airfield Construction

Safety & Phasing Plan (CSPP)

1.7Aircraft/Airfield Safety Plan

Compliance Document (SPCD)

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 5 OF 9 PAGES

01 35 26.00 06 1.7Site Safety and Health Plan

(HTRW)

1.7Confined Space Entry

Procedures

1.7Confined Space Program

1.8 G ROActivity Hazard Analysis (AHA)

1.5.1.1 G ROSite Safety and Health Officer

Qualifications(SSHO)

1.12.7 G ROProof of qualification for Crane

Operators

1.12.7 G ROCritical Lift Plan

SD-06 Test Reports

1.12Reports

1.12.1Accident Reports

1.12.3Monthly Exposure Reports

1.12.5Crane Reports

1.12.4Regulatory Citations and

Violations

SD-07 Certificates

1.12.8Confined Space Entry Permit

1.13Hot work permit

1.12.6Crane Certificate of Compliance

01 45 04.10 06 SD-01 Preconstruction Submittals

3.3 G ROConstruction Quality Control Plan

01 57 19.00 06 SD-01 Preconstruction Submittals

1.6.1Preconstruction Survey

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 6 OF 9 PAGES

01 57 19.00 06 1.11 GSolid Waste Management Permit

1.6.2 GRegulatory Notifications

1.7 G ROEnvironmental Protection Plan

1.7.9.1 G RODirt and Dust Control Plan

1.6.5 G ROEmployee Training Records

1.6.4Environmental Manager

Qualifications

SD-06 Test Reports

Laboratory Analysis

3.2.2.2Inspection Reports

3.7.2.1 GSolid Waste Management Report

SD-07 Certificates

1.6.5 G ROEmployee Training Records

Certificate of Competency

1.6.5Erosion and Sediment Control

Inspector

SD-11 Closeout Submittals

3.2.2.3 GStormwater Pollution Prevention

Plan Compliance Notebook

3.2.2.4 G ROStormwater Notice of Termination

3.7.1 G ROWaste Determination

Documentation

3.7.4.5 G RODisposal Documentation for

Hazardous and Regulated Waste

1.6.5Assembled Employee Training

Records

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 7 OF 9 PAGES

01 57 19.00 06 1.11 GSolid Waste Management Permit

3.7.2.1 GSolid Waste Management Report

3.7.4.1 GHazardous Waste/Debris

Management

1.6.2 GRegulatory Notifications

3.7.2.1Sales Documentation

As-Built Topographic Survey

01 74 19 SD-01 Preconstruction Submittals

1.5 GWaste Management Plan

SD-11 Closeout Submittals

1.6Records

02 41 00 SD-01 Preconstruction Submittals

1.2.2 G RO_Demolition Plan

Existing Conditions

SD-07 Certificates

1.7 G RONotification

SD-11 Closeout Submittals

3.1.2Receipts

31 00 00.00 06 SD-01 Preconstruction Submittals

3.1.3 G ROExcavation and Trenching Plan

3.10 G RODisposition of Surplus Materials

1.5.4 G ROPreconstruction Meeting

SD-06 Test Reports

3.11 G ROMaterial Test Report

G ROBorrow Site Testing

G ROPipe Inspection Report

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31 00 00.00 06 1.5.1 G ROGeotechnical Evaluation Report

1.5.1 G ROFill Placement Report

32 01 16.71 SD-01 Preconstruction Submittals

2.1 GEquipment

3.2 GProposed Techniques

3.1.1 GQuality Control Plan

1.7.1 GQualifications

SD-06 Test Reports

3.6.1QC Monitoring

3.5.3 GGrade-Conformance Tests

3.4 GTest Section Results

3.7.1 GMacrosurface Texture

Acceptance

32 11 23 SD-03 Product Data

2.4 G ROPlant, Equipment, and Tools

Waybills and Delivery Tickets

SD-06 Test Reports

2.3.1 G ROInitial Tests

3.11.1 G ROIn-Place Tests

32 12 13 SD-03 Product Data

Waybills and Delivery Tickets

2.3Local/Regional Materials

SD-06 Test Reports

3.7Sampling and Testing

32 12 16.16 SD-02 Shop Drawings

2.1 G ROPlacement Plan

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 9 OF 9 PAGES

32 12 16.16 SD-03 Product Data

2.1.5 G RODiamond Grinding Plan

2.4 G ROMix Design

3.1 G ROContractor Quality Control

SD-04 Samples

2.2Aggregates

2.3Asphalt Cement Binder

SD-06 Test Reports

2.2 G RoAggregates

3.1.3.9QC Monitoring

SD-07 Certificates

2.3 G ROAsphalt Cement Binder

1.4.11Laboratory Accreditation and

Validation

32 92 19 SD-03 Product Data

Wood cellulose fiber mulch

2.4Fertilizer

SD-06 Test Reports

2.2.3 GTopsoil composition tests

SD-07 Certificates

2.1seed

SD-08 Manufacturer’s Instructions

Erosion Control Materials

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