About this file

This document package includes a government file containing a federal contract solicitation and related documents. The solicitation is for levee and gate repair services for the 2019 flood event in Milan, Illinois. Work includes clearing, grubbing, levee reshaping, stone placement and gate repairs. The NAICS code is 237990 and size standard is $39.5 million. The estimated value is between $1-5 million to be completed within 365 days. The solicitation is 100% set aside for HUBZone small businesses. The soliciting agency is the U.S. Army Corps of Engineers, Rock Island District. The included documents provide specifications for the repairs, including requirements for clearing and grubbing, stone protection, seeding, surveys and epoxy grouting.

View the file

Other files

File Type Posted
W912EK20B0009 Bid Summary Sheet.pdf PDF
W912EK20B0009-0003.pdf PDF
W912EK20B0009-0002 Drawings.pdf PDF
W912EK20B0009-00001.pdf PDF
W912EK20B0009 Reference Drawings.pdf PDF
W912EK20B0009.pdf PDF
W912EK20B0009 Drawings.pdf PDF

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

96514700930065

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

The purpose of this amendment is to provide changes to SECTION 00 73 05 and the Draw ings.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 2

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 26-Aug-2020

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W912EK20B0009

X 9B. DATED (SEE ITEM 11)

17-Jul-2020

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

26-Aug-2020

CODE

CONTRACTING DIVISION

US ARMY CORPS OF ENGINEERS

1500 ROCK ISLAND DRIVE

ROCK ISLAND IL 61201

W912EK 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912EK20B0009

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

(End of Summary of Changes)

The following items are applicable to this modification:

AMENDMENT 0002

The following modifications are made to SECTION 00 73 05; and the Drawings.

SECTION 00 73 05

a. PAGES DOCUMENT 00 73 05 Page 4. Delete page Document 00 73 05 Page 4 in its entirety, and substitute therefor revised page Document 00 73 05 Page 4.

DRAWINGS (SUPERCEDED)

b. Revised drawings listed below are being issued with this Amendment. Such revised drawings supersede those of the same sheet identification numbers listed in the INDEX OF DRAWINGS:

C-101 C-102 C-103 C-104 C-105 L-106 L-108

SOLICITATION NO.: W912EK20B0009

SD-11 Closeout Submittals

Post-Construction Condition Survey; G

1.3 ADDITIONAL COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK

In addition to the requirements of Contract Clause COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK, comply with the following requirements:

a. Provide all necessary protection, appurtenant equipment and supplies, including, but not limited to, enclosures, heating, lighting, and sufficient labor to accomplish the work required to be completed during the aforementioned periods, taking into account high water, low and high temperatures, wind forces, ice, sleet, snow, wind chill, high humidity, and heat index factors that may be encountered at the site and working adjacent to water. This may require additional labor or shifts and special equipment or special equipment maintenance to compensate for lost productivity caused by low or high temperatures and other associated environmental factors.

b. Work site is by land access only. Work site is on lands managed by the Village of Milan and the Big Island River Conservancy District, Illinois.

c. Deleted.

d. Contractor to protect existing asphalt trail surface to minimize damage. Attached is a sample of a typical section is for the trail.

Refer to ATTACHMENT A - Trail Typical Sections.

e. Levee Embankment Slope: Degrading the existing riverside levee slope is prohibited except as indicated. If the existing slope is to be used, option is to build into the slope for access. Degrading of the levee slope will require a high water action plan and approved. After the project work is complete, restore the slope to pre-construction conditions as approved by the Contracting Officer. Do not mix together soil or other materials with existing and new riprap protection. Refer to EM 1110-2-1913 for restoration of the existing levee slope, as needed.

e. Conduct operations in a manner that prevents noisy, disruptive activities, including disturbance to trees, within 660 feet of active bald eagle nests between 1 March and 30 June, inclusive. Clearly mark the 660 foot no work zone and have approved prior to any construction activities. When other previously unknown wildlife species are encountered, such as red shouldered hawk nests, blue heron rookeries, or nesting areas of other colonial nesting birds, conduct operations in a manner to minimize impacts. If any previously unknown nests are found within the project work area, contact the Contracting Officer immediately to ensure proper compliance measures are approved by the appropriate state natural resources agency or US Fish and Wildlife Service.

f. Road or bridge load limits may existing on the access routes to and from the work site. Contractor to follow posted traffic signs.

DOCUMENT 00 73 05 Page 4

AMEND 0002

19 AUGUST 2020

Amendment 0002 Specs.pdf
Amend.pdf
00 00 00-cv
00 00 00PROJECT
00 73 05
SPECIAL CONTRACT REQUIREMENTS
SPECIAL CONTRACT REQUIREMENTS
PART 1 GENERAL
1.1 REFERENCES
1.2 SUBMITTALS
1.3 ADDITIONAL COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK
1.4 PREVIOUSLY USED EQUIPMENT
1.5 UNANTICIPATED HAZARDOUS MATERIAL
1.6 COORDINATION WITH OTHERS
1.7 ANTITERRORISM AT AND OPERATIONS SECURITY OPSEC
1.7.1 E-Verify Program
1.8 ACTIVITY REGULATIONS FOR CONTRACTOR ACCESS AND USE OF PREMISES
1.9 MINIMUM AMOUNT OF INSURANCE REQUIRED
1.10 SUSTAINABILITY
1.11 PERMITS
1.12 SUPERINTENDENCE OF SUBCONTRACTORS
1.13 EVALUATION OF SUBDIVIDED ITEMS
1.14 VARIATIONS IN ESTIMATED QUANTITIES - SUBDIVIDED ITEMS
1.15 CONDITION OF EXISTING STRUCTURES, ROADWAYS, LEVEES, AND OTHER
1.16 U.S. ARMY CORPS OF ENGINEERS SAFETY AND HEALTH REQUIREMENTS MANUAL
1.17 EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE
1.18 REQUIREMENTS FOR WORK WITHIN AND ADJACENT TO RAILROAD RIGHTS-OF-WAY
1.19 PROGRESS MEETINGS
1.20 INSPECTION
1.21 DAMAGE TO WORK
1.22 SPECIAL SAFETY REQUIREMENTS
1.23 LOCATION OF PARKING, STAGING, AND STORAGE AREAS
1.24 ELECTRICAL POWER LINES
1.25 BARRICADES AND WARNING SIGNS
1.26 ONE CALL SYSTEMS FOR EXCAVATORS
1.27 DELAYS DUE TO HIGH WATER
1.28 HIGH WATER ACTION PLAN
1.29 ADDITIONAL PHYSICAL DATA CLAUSE INFORMATION
1.30 ILLINOIS RETAILERS' OCCUPATIONAL TAX AND USE TAX EXEMPTION
1.31 PROCESSING DAVIS-BACON ACT CERTIFIED LABOR PAYROLLS
1.32 AVAILABILITY AND USE OF UTILITY SERVICES
PART 2 PRODUCTS
PART 3 EXECUTION
00 73 05sa - BurnhamGreenwayTrail
00 73 05sb - Illinois_Conditional_401
00 73 05sc - Nationwide Permits in Illinois Fact Sheet
01 11 00
01 22 00
PRICE AND PAYMENT PROCEDURES
PRICE AND PAYMENT PROCEDURES
PART 1 GENERAL
1.1 JOB PAYMENT ITEMS
1.1.1 Clearing, Grubbing, and Stripping
1.1.1.1 Payment
1.1.1.2 Unit of Measure
1.1.2 Grading
1.1.2.1 Payment
1.1.2.2 Unit of Measure
1.1.3 Gate A Repairs
1.1.3.1 Payment
1.1.3.2 Unit of Measure
1.1.4 Gate C Repairs
1.1.4.1 Payment
1.1.4.2 Unit of Measure
1.1.5 Site Restoration
1.1.5.1 Payment
1.1.5.2 Unit of Measure
1.2 UNIT PRICE PAYMENT ITEMS
1.2.1 Herbicidal Treatment
1.2.1.1 Payment
1.2.1.2 Measurement
1.2.1.3 Unit of Measure
1.2.2 Bedding Stone
1.2.2.1 Payment
1.2.2.2 Measurement
1.2.2.3 Unit of Measure
1.2.3 Riprap
1.2.3.1 Payment
1.2.3.2 Measurement
1.2.3.3 Unit of Measure
1.2.4 Seeding
1.2.4.1 Payment
1.2.4.2 Measurement
1.2.4.3 Unit of Measure
PART 2 PRODUCTS
PART 3 EXECUTION
01 32 16
CONSTRUCTION PROGRESS SCHEDULES
CONSTRUCTION PROGRESS SCHEDULES
PART 1 GENERAL
1.1 SUBMITTALS
1.2 ACCEPTANCE
1.3 SCHEDULE FORMAT
1.3.1 Bar Chart Schedule
1.3.2 Schedule Submittals and Procedures
1.4 SCHEDULE MONTHLY UPDATES
1.5 CONTRACT MODIFICATION
1.6 2-WEEK LOOK AHEAD SCHEDULE
1.7 CORRESPONDENCE AND TEST REPORTS
1.8 ADDITIONAL SCHEDULING REQUIREMENTS
PART 2 PRODUCTS
PART 3 EXECUTION
01 33 00
SUBMITTAL PROCEDURES
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 SUBMITTAL CLASSIFICATION
1.3.1 Government Approved
1.3.2 Information Only
1.4 SUBMITTAL REGISTER AND DATABASE
1.4.1 Use of Submittal Register
1.4.2 Contractor Use of Submittal Register
1.4.3 Approving Authority Use of Submittal Register
1.4.4 Contractor Action Code and Action Code
1.5 CONTRACTOR'S TRANSMITTAL FORM PREPARATION
1.6 VARIATIONS
1.6.1 Considering Variations
1.6.2 Proposing Variations
1.6.3 Warranting that Variations are Compatible
1.6.4 Review Schedule is Modified
1.7 GOVERNMENT APPROVING AUTHORITY
1.7.1 Review Period
1.8 SCHEDULING
1.9 DISAPPROVED SUBMITTALS
1.10 APPROVED SUBMITTALS
1.11 APPROVED SAMPLES
PART 2 PRODUCTS
PART 3 EXECUTION
01 33 00sa
01 33 00sb
ATTACHMENT B - Transmittal Form (ENG Form 4025-R)
01 35 26
GOVERNMENTAL SAFETY REQUIREMENTS
GOVERNMENTAL SAFETY REQUIREMENTS
PART 1 GENERAL
1.1 REFERENCES
1.2 SUBMITTALS
1.3 REGULATORY REQUIREMENTS
1.4 SITE QUALIFICATIONS, DUTIES, AND MEETINGS
1.4.1 Qualifications and Duties
1.4.2 Meetings
1.4.2.1 Preconstruction Conference
1.4.2.2 Safety Meetings
1.5 ACCIDENT PREVENTION PLAN APP
1.6 ACTIVITY HAZARD ANALYSIS AHA
1.7 AVAILABILITY OF WORK AREAS
1.8 DISPLAY OF SAFETY INFORMATION
1.9 EMERGENCY MEDICAL TREATMENT
1.10 REPORTS
1.11 HIGH NOISE LEVEL PROTECTION
PART 2 PRODUCTS
PART 3 EXECUTION
3.1 CONSTRUCTION AND/OR OTHER WORK
3.2 EQUIPMENT
01 35 26sa
ATTACHMENT A - Instructions for Activity Hazard Analysis (AHA)
01 45 00
RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE RMS CM
RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE RMS CM
PART 1 GENERAL
1.1 SUBMITTALS
1.2 CONTRACT ADMINISTRATION
1.2.1 Correspondence and Electronic Communications
1.2.2 Other Factors
1.3 RMS SOFTWARE
1.4 SYSTEM REQUIREMENTS
1.5 CONTRACT DATABASE - GOVERNMENT
1.6 CONTRACT DATABASE - CONTRACTOR
1.6.1 Administration
1.6.1.1 Contractor Information
1.6.1.2 Subcontractor Information
1.6.1.3 Correspondence
1.6.1.4 Equipment
1.6.1.5 Reports
1.6.1.6 Request For Information RFI
1.6.2 Finances
1.6.2.1 Pay Activity Data
1.6.2.2 Payment Requests
1.6.3 Quality Control QC
1.6.3.1 Quality Control QC Reports
1.6.3.2 Deficiency Tracking
1.6.3.3 Three-Phase Control Meetings
1.6.3.4 Labor and Equipment Hours
1.6.3.5 Accident/Safety Reporting
1.6.3.6 Definable Features of Work
1.6.3.7 Activity Hazard Analysis
1.6.4 Submittal Management
1.6.5 Schedule
1.6.6 Closeout
1.7 IMPLEMENTATION
1.8 NOTIFICATION OF NONCOMPLIANCE
PART 2 PRODUCTS
PART 3 EXECUTION
01 45 04
CONTRACTOR QUALITY CONTROL
CONTRACTOR QUALITY CONTROL
PART 1 GENERAL
1.1 REFERENCES
1.2 SUBMITTALS
1.3 CONTRACTOR PERFORMANCE EVALUATIONS
PART 2 PRODUCTS
PART 3 EXECUTION
3.1 GENERAL REQUIREMENTS
3.2 CONTRACTOR QUALITY CONTROL PLAN
3.2.1 General
3.2.2 Content of the CQC Plan
3.2.2.1 Acceptance of Plan
3.2.2.2 Notification of Changes
3.3 MUTUAL UNDERSTANDING MEETING
3.4 QUALITY CONTROL ORGANIZATION
3.4.1 General
3.4.2 CQC System Manager
3.4.3 Organizational Changes
3.4.4 Additional Requirement
3.5 CONTROL
3.5.1 Preparatory Phase
3.5.2 Initial Phase
3.5.3 Follow-up Phase
3.5.4 Additional Preparatory and Initial Phases
3.6 TESTS
3.6.1 Testing Procedure
3.6.2 Testing Laboratories
3.6.2.1 Capability Check
3.6.2.2 Capability Recheck
3.6.3 Onsite Laboratory
3.6.4 Furnishing or Transportation of Samples for Testing
3.7 COMPLETION INSPECTION
3.7.1 Punch-Out Inspection
3.7.2 Pre-Final Inspection
3.7.3 Final Acceptance Inspection
3.8 QC DAILY REPORTS
3.9 NOTIFICATION OF NONCOMPLIANCE
01 45 04sa-sc - ATTACHMENTS A-C CHECKLISTS
ATTACHMENT A - Preparatory Phase Checklist
ATTACHMENT B - Initial Inspection Checklist
ATTACHMENT C - Construction Quality Control Management Report
01 57 19
TEMPORARY ENVIRONMENTAL CONTROLS
TEMPORARY ENVIRONMENTAL CONTROLS
PART 1 GENERAL
1.1 REFERENCES
1.2 SUBMITTALS
1.3 DEFINITIONS
1.3.1 Class I and II Ozone Depleting Substance ODS
1.3.2 Contractor Generated Hazardous Waste
1.3.3 Electronics Waste
1.3.4 Environmental Pollution and Damage
1.3.5 Environmental Protection
1.3.6 Hazardous Materials
1.3.7 Hazardous Debris
1.3.8 Hazardous Waste
1.3.9 Land Application
1.3.10 National Pollutant Discharge Elimination System NPDES
1.3.11 Oily Waste
1.3.12 Regulated Waste
1.3.13 Solid Waste
1.3.13.1 Green Waste
1.3.13.2 Recyclables
1.3.13.3 Scrap Metal
1.3.14 Surface Discharge
1.3.15 Stormwater Wastewater
1.3.16 Waters of the United States
1.3.17 Wetlands
1.3.18 Universal Waste
1.4 ENVIRONMENTAL PROTECTION REQUIREMENTS
1.5 QUALITY ASSURANCE
1.6 ENVIRONMENTAL PROTECTION PLAN
1.6.1 General Overview and Purpose
1.6.1.1 Descriptions
1.6.1.2 Duties
1.6.1.3 Procedures
1.6.1.4 Communications
1.6.1.5 Contact Information
1.6.2 General Site Information
1.6.2.1 Drawings
1.6.2.2 Work Area
1.6.3 Management of Natural Resources
1.6.4 Protection of Historical and Archaeological Resources
1.6.5 Stormwater Management and Control
1.6.6 Protection of the Environment from Waste Derived from Contractor
1.6.7 Prevention of Releases to the Environment
1.6.8 Regulatory Notification and Permits
1.7 LICENSES AND PERMITS
1.8 SOLID WASTE MANAGEMENT REPORT
1.9 FACILITY HAZARDOUS WASTE GENERATOR STATUS
PART 2 PRODUCTS
PART 3 EXECUTION
3.1 PROTECTION OF NATURAL RESOURCES
3.1.1 Flow Ways
3.1.2 Vegetation
3.1.3 Soils Testing
3.1.3.1 Material Brought on Site
3.1.3.2 Material Removed from Site
3.2 EROSION AND SEDIMENT CONTROL MEASURES
3.3 STORMWATER
3.3.1 Construction General Permit
3.3.1.1 Stormwater Pollution Prevention Plan SWPPP
3.3.1.2 Stormwater Notice of Intent
3.3.1.3 Inspection Reports
3.3.1.4 Stormwater Notice of Termination

3.3.2 Erosion and Sediment Control Measures

3.4 SURFACE AND GROUNDWATER
3.5 CERTIFIED LABORATORY
3.6 AIR RESOURCES
3.6.1 Burning
3.6.2 Dust Control
3.6.3 Odors
3.7 WASTE MINIMIZATION
3.8 WASTE MANAGEMENT AND DISPOSAL
3.8.1 Solid Waste Management
3.8.1.1 Solid Waste Management Report
3.8.1.2 Control and Management of Solid Wastes
3.8.2 Control and Management of Hazardous Waste
3.8.2.1 Hazardous Waste/Debris Management
3.8.2.2 Universal Waste Management
3.8.2.3 Electronics End-of-Life Management
3.8.2.4 Disposal Documentation for Hazardous and Regulated Waste
3.8.3 Releases/Spills of Oil and Hazardous Substances
3.8.3.1 Response and Notifications
3.8.3.2 Clean Up
3.8.4 Wastewater Disposal
3.8.4.1 Treatment
3.8.4.2 Surface Discharge
3.9 HAZARDOUS MATERIAL MANAGEMENT
3.10 PETROLEUM, OIL, LUBRICANT POL STORAGE AND FUELING
3.10.1 Used Oil Management
3.10.2 Oil Storage Including Fuel Tanks
3.11 INADVERTENT DISCOVERY OF PETROLEUM-CONTAMINATED SOIL OR HAZARDOUS
3.12 SOUND INTRUSION
3.13 POST CONSTRUCTION CLEANUP
01 78 00
02 21 00
SURVEYS
SURVEYS
PART 1 GENERAL
1.1 REFERENCES
1.2 SUBMITTALS
1.3 PROFESSIONAL REGISTRATION
1.4 DEFINITIONS
1.4.1 Construction Survey
1.4.2 Ordinary High Water Mark
1.5 SCOPE OF WORK
1.5.1 Construction Surveys
1.5.2 Geospatial Data Collected

1.6 WORK PLAN AND SCHEDULE

PART 2 PRODUCTS
PART 3 EXECUTION
3.1 LAYOUT OF WORK
3.2 ORDER OF SURVEY WORK
3.3 PRELIMINARY SURVEY
3.4 FINAL SURVEY
3.5 FEATURE SPECIFIC SURVEYS
3.5.1 Stone Protection
3.5.2 Herbicide Treatment
3.5.3 Seeding
03 62 16
EPOXY GROUTING
EPOXY GROUTING
PART 1 GENERAL
1.1 REFERENCES
1.2 SUBMITTALS
1.3 QUALITY CONTROL
1.3.1 Grout Placement Plan and Inspection Reports
1.3.2 Qualifications

1.4 DELIVERY, STORAGE, AND HANDLING

PART 2 PRODUCTS
2.1 EPOXY GROUT
PART 3 EXECUTION
3.1 SURFACE PREPARATION
3.1.1 Concrete Surfaces
3.1.2 Metal Surfaces
3.2 FORMWORK
3.3 EQUIPMENT AND MATERIALS
3.4 MIXING
3.5 PLACING GROUT
3.6 PROTECTION
31 11 00
CLEARING AND GRUBBING
CLEARING AND GRUBBING
PART 1 GENERAL
1.1 SUBMITTALS
PART 2 PRODUCTS
PART 3 EXECUTION
3.1 PROTECTION
3.1.1 Roads
3.1.2 Trees, Shrubs, and Existing Facilities
3.2 CLEARING
3.3 GRUBBING
3.4 SHAPING OF DISTURBED AREAS
3.5 DISPOSAL OF MATERIALS
3.6 QUALITY CONTROL
32 92 19
SEEDING
SEEDING
PART 1 GENERAL
1.1 REFERENCES
1.2 SUBMITTALS
1.3 HERBICIDAL TREATMENT
1.4 DELIVERY, STORAGE, AND HANDLING
1.4.1 Delivery
1.4.1.1 Seed Protection
1.4.1.2 Fertilizer Protection
1.4.1.3 Mulch Protection
1.4.2 Inspection
1.4.3 Storage
1.4.4 Handling
1.4.5 Herbicidal Treatment
1.5 TIME RESTRICTIONS AND PLANTING CONDITIONS
1.6 TIME LIMITATIONS
1.7 QUALIFICATIONS
PART 2 PRODUCTS
2.1 HERBICIDE
2.2 SEED
2.2.1 Quality
2.2.2 Seed Mixing
2.3 SEEDING DATES
2.4 HYDROSEEDING FERTILIZER
2.5 MULCH
2.5.1 Straw
2.5.2 Hay
2.5.3 Wood Celluose Fiber Mulch
PART 3 EXECUTION
3.1 HERBICIDE TREATMENT
3.2 SEEDING
3.2.1 Seeding Conditions
3.2.2 Equipment Calibration
3.2.3 Sowing Methods
3.2.3.1 General
3.2.3.2 Hydroseeding
3.2.3.3 Broadcast Seeding

3.2.4 Mulching

3.3 PROTECTION OF TURF AREAS
3.4 RESTORATION
35 20 16
35 31 19
STONE PROTECTION
STONE PROTECTION
PART 1 GENERAL
1.1 REFERENCES
1.2 SUBMITTALS
1.3 RIPRAP PROTECTION
1.4 QUALITY ASSURANCE
1.5 CONSTRUCTION TOLERANCES
PART 2 PRODUCTS
2.1 STONE SOURCES
2.1.1 Bedding Stone Source
2.1.2 Riprap Source
2.2 BEDDING STONE
2.3 RIPRAP
PART 3 EXECUTION
3.1 STONE INSTALLATION
3.1.1 Bedding Stone Placement
3.1.2 Riprap Placement

3.2 QUALITY CONTROL

35 31 19sa - 50 - IL - RR3 Tally
35 31 19sb- 50 - IL - RR3
35 31 19sc - 150 - IL - RR4 Tally
35 31 19sd - 150 - IL - RR4

File details come from the government source that posted it. Updated .