Audubon Bend Gravel Road Repair Gavins Point Plans Specs.pdf

SPECIFICATIONS &

DRAWINGS

(Purchase Order - For Construction Contract)

Solicitation Number W9128F21Q0018

Audubon Bend Gravel Road Repair Gavins Point Dam, SD

March 2021

US Army Corps of Engineers Omaha District

This page was intentionally left blank for duplex printing.

AUDUBON BEND GRAVEL ROAD REPAIR

GAVINS POINT DAM, SD

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 10 00-3 PRICING SCHEDULE

STATEMENT OF WORK

00 73 00 SUPPLEMENTARY CONDITIONS (SPECIAL CONTRACT

REQUIREMENTS)FOR PURCHASE ORDERS

DIVISION 01 - GENERAL REQUIREMENTS

01 22 00 MEASUREMENT AND PAYMENT

01 33 00 SUBMITTAL PROCEDURES

01 41 26.02 24 (NEBRASKA) NPDES PERMIT REQUIREMENTS FOR STORM WATER

DISCHARGES FROM CONSTRUCTION SITES

01 57 20.00 10 ENVIRONMENTAL PROTECTION

01 57 23 TEMPORARY STORM WATER POLLUTION CONTROL

DRAWINGS

-- End of Project Table of Contents --

Audubon Bend Gravel Road Repairs, Gavins Point Dam, NE GP82

SECTION 00 10 00

PRICING SCHEDULE

00 10 00 page 3

CLIN DESCRIPTION QTY UNIT UNIT PRICE AMOUNT

BASE ITEMS

0001 Mobilization and Demobilization 1 JOB XXX $_______________

Blade entire length of road surface prior to placing gravel to smooth out scour holes, rebuild crown. Includes areas over culverts. – 4,750 FEET

1 JOB XXX $_______________

Reset existing 24’’ CMP with flared ends to properly drain to North East –

1 EACH.

1 JOB XXX $_______________

Install new USACE provided 48’’ culvert with flared end (includes trees’ removal as necessary) – 1 EACH.

1 JOB XXX $_______________

Reconstruct approximately 270’ of eroded road at the existing culvert (includes sodding and seeding).

720 CY $_______________ $_______________

Reconstruct approximately 190’of the eroded road at the new culvert (includes sodding and seeding).

1,740 CY $_______________ $_______________

0007 Gravel surfacing for roads (4’’ thick) 1,090 TON $_______________ $_______________

0008 Gravel surfacing for roads (3’’ thick) 387 TON $_______________ $_______________

TOTAL BASE (Items 0001 thru 0008) $_______________

1. See SECTION 00 21 00, INSTRUCTIONS, CONDITIONS, & NOTICES TO BIDDERS for evaluation of options.

The Government may exercise an option by written notice to the Contractor commencing from the date of contract award thru the date the contract is closed, unless otherwise specified herein.

2. Prices must be entered for all items of the schedule. Total amounts submitted without prices being entered on individual items will be rejected. Additions will be subject to verification by the Government.

3. Section 01 22 00.00 2 MEASUREMENT AND PAYMENT will be applied to Item Nos. 0001 and 0002.

4. Section 01 22 00.00 41 MEASUREMENT AND PAYMENT will be applied to Item Nos. 0003 and 0004.

Audubon Bend Gravel Road Repairs, Gavins Point Dam, NE GP82

SECTION 00 10 00

PRICING SCHEDULE

00 10 00 page 4

5. Section 01 22 00.00 23 MEASUREMENT AND PAYMENT will be applied to Item Nos. 0005 and 0006.

6. Section 01 22 00.00 28 MEASUREMENT AND PAYMENT will be applied to Item Nos. 0007 and 0008.

Statement of Work

Construction Specifications Audubon Bend Road Repairs

1.0 Scope of Work. The contractor shall be responsible for all labor, equipment, and materials (except those explicitly provided by the Government) required to repair approximately 0.87 miles of gravel road damaged by severe flooding. Road repairs include blading the road surface to smooth out scour holes and rebuild the crown, resetting an existing culvert, reconstructing an eroded area that covered the existing culvert, installing a new culvert (provided by USACE) into an eroded area, reconstructing the road surface over the new culvert, and bringing in gravel to place along the road surface. The Contractor will coordinate with the COR on the commencement date of the project. The Contractor will have 120 days to complete the project upon receiving a Notice to Proceed (NTP).

Offerors or quoters are urged to inspect the site where the work will be performed.

2.0 General

2.1 Standards and Regulations. The Contractor shall perform to the standards in the contract and comply with all Local, State, and Federal Regulations during the services performed. The Contractor is responsible for ascertaining the extent to which these regulations affect the operations resulting from this contract. The Contractor shall comply will all applicable regulations. Applicable regulations include, but are not limited to the following:

a. Engineering Manual (EM) 385-1-1 (USACE – Safety and Health Requirements Manual), dated November 2014;

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

b. Occupational Safety and Health Standards (29 CFR 1910);

2.1.1 Activity Hazard Analysis (AHA). The Contractor shall prepare the AHA in accordance with Paragraph 01.A.14 or 01.A.15 of the EM 385-1-1. If using Paragraph 01.A.15, prepare the AHA IAW Figure 1-2.

Note: Contractors and other individual employer’s typically use Job Safety Analyses (JSAs), Job Hazard Analyses (JHAs), or similar Risk Management assessment tools. The government considers equivalent to, and acceptable substitutes for, the USACE’s AHA provided the data collected is the same as that required by the AHA, commensurate with the type of services the contractor is performing.

2.1.2 Abbreviated Accident Prevention Plan (APP). EM 385-1-1 in its entirety may be too complex for the type of work performed under these contracts; contractors may reference Appendix A, for abbreviated Accident Prevention Plan (APP). The Contractor shall only need to submit items in Appendix A that are pertinent to the contract. The contractor shall use a qualified person to prepare the site-specific abbreviated Accident Prevention Plan (APP). The contractor shall prepare the APP in accordance with the format and requirements of the EM 385-1- 1 and supplemented herein. The Contractor shall sign and submit the APP for approval prior to the start of work onsite.

2.2 Measurement and Payment. The government will make payment based on each Unit cost per the Pricing schedule. Refer to the Pricing Schedule and Section 01 22 00.00 2 MEASUREMENT AND PAYMENT.

2.3 Location. Work will occur at Audubon Bend, located approximately 2 miles north of Wynot, Nebraska (See Figures 1 & 2 of attachments). The site entrance is located off of 893 Rd, east of the intersection of 568 Avenue and 893 Road, in Cedar County.

2.4 Staging Area. A public parking area is located at the entrance to the site and is available for use as a staging area. Limited space within the site is also available for the Contractor to stage equipment and/or material. The contractor shall contact the Contracting Officer’s Representative (COR) for staging area needs. This staging area is not secured.

SOW Page 2

2.5 Delivery, Storage, and Handling. The Contractor will be responsible to obtain all necessary state and/or local permits to utilize roads and bridges on their route.

2.6 Work Hours and Work Limits. The Contractor is responsible for conducting business between sunrise and sunset, Monday thru Friday except Federal holidays or when the Government facility is closed due to local or national emergencies, administrative closings, or similar Government directed facility closings. The Contractor will notify the COR of expected work hours to assist in coordinating other activities at the site. The road is temporarily closed to the public, but USACE, USACE contractors, and agricultural lessees may access the road during repair operations. The Contractor is to make sure gate is closed and locked every night when work is completed.

2.7 Facilities. No public utilities are available on site. The contractor is responsible for portable toilets.

2.8 Environmental Conditions. The Contractor shall follow all applicable federal, state, and local laws and regulations concerning environmental pollution control and abatement. The site is located off of a county road that receives minimal maintenance. Conditions along 893 Rd may be variable depending on weather and level of use.

2.9 Antiterrorism/Operation Security Requirements. N/A

2.9.2 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. An initial list of verified/eligible candidates must be provided to the COR no later than three (3) business days after the initial contract award.

2.10 Submittals. Prior to commencement of work, the Contractor shall submit the following documents to the COR for review and approval:

a. Activity Hazard Analysis (AHA);

b. Abbreviated Accident Prevention Plan (APP);

c. Project schedule with individual types of work durations and total project’s duration;

d. List of owned or rented equipment that will be used on this contract;

e. List of who will perform work on this contract;

f. Proof of Insurance for Contractors and Subcontractors;

g. Specific materials specified in the SOW;

h. Road/bridge permits;

i. Borrow agreement.

3.0 Materials. The Contractor will meet the following specifications for earth fill materials (soils) to reconstruct eroded areas, gravel, topsoil, and grass seed:

• Earth fill materials (soils) must be free of petroleum or other /hazardous materials.

Satisfactory materials comprise any materials classified by ASTM D 2487 as GW, GP, GM, GP-GM, GW- GM, GC, GP-GC, GM-GC, SW, SP, SM, SW-SM, SC, SW-SC, SP-SM, SP-SC, CL or CH. Satisfactory materials for grading comprise stones less than 3 inches.

Unsatisfactory materials include man-made fills; trash; refuse; backfills from previous construction; and material classified as satisfactory which contains root and other organic matter or frozen material.

SOW Page 3

• Gravel must meet the South Dakota DOT surface gravel specifications:

Requirement Sieve

Surface Gravel Percent Passing

1" 3/4" 100 1/2" No. 4 50-78

No. 8 37-67 No. 40 13-35

No. 200 4-15

Plasticity Index 4-12

• Material suitable for topsoil obtained from offsite areas or excavations is defined as: Natural, friable soil representative of productive, well-drained soils in the area, free of subsoil, stumps, rocks larger than one inch diameter, brush, weeds, toxic substances, and other material detrimental to plant growth. Amend topsoil pH range to obtain a pH of 5.5 to 7.

• Grass seed for the side slopes of the new culvert must be purchased on a Pure Live Seed (PLS) basis and the seed must be certified to be free of noxious weeds. Species included in the seed mixture must be native to northeastern Nebraska. Examples of suitable species include switchgrass, indiangrass, side-oats grama, big bluestem, little bluestem, prairie dropseed, rough dropseed, Canada wildrye, Virginia wildrye, and June grass. Seed shall originate from within Ecoregion 47. Grass seed (species and source) shall be approved by the COR prior to planting.

• Grass seeds shall be planted on or after October 1st. To be determined by the COR.

4.0 Execution. Road repairs will occur along an access road within a nature area. Roots, vegetative material, or other debris should be cleaned from equipment prior to entering government property, so that weeds are not spread throughout the site. Part of the site is leased out for agricultural use until the entire site can be fully restored to wildlife habitat. The Contractor shall not damage any crops in the adjacent cropland or destroy wildlife habitat during the course of road repair operations.

The Contractor SHALL acquire NPDES permit for construction activities and dewatering permit if required.

The Contractor should use temporary sediment and erosion control methods where appropriate when completing the following tasks:

• Reset an existing 24 in x 45 ft culvert with flared ends across the roadway to drain to the north. Reconstruct the 270 ft x 18 ft of roadway to the previous surface (approximately 2 ft deep), including 3:1 side slopes, over the existing culvert. Fill material is not available on site and will need to be brought in.

• Install a new 48 in x 60 ft culvert with flared ends (three 20’ culvert sections and accessories provided by USACE) into an eroded section of roadway to drain to the east. Dewatering may be required. Some minor tree removal on the west side may be necessary to accommodate the flared end. Any trees removed from the area shall become a property of the contractor, be removed from the site, and properly disposed.

Reconstruct 190 ft x 18 ft of roadway to the previous surface (approximately 5 ft deep), including 3:1 side slopes. Fill material is not available on site and will need to be brought in. Cover the side slopes with 2-4 inches of topsoil and seed with native grasses for erosion control. Additional erosion control methods should be used if necessary.

• Blade the first 4,750 ft of 18 ft wide roadway from the entrance to smooth out scour holes and rebuild the crown.

• Import and place 4 inches of surface gravel along the first 3,225 ft of 18 ft wide roadway.

• Import and place 3 inches of surface gravel along the next 1,525 ft of 18 ft wide roadway.

Earth fill (embankment) must be in compliance with South Dakota DOT requirements:

SOW Page 4

• The embankments shall be finished to smooth and uniform surfaces. Grading operations shall be conducted so that material outside of the limits of slopes will not be disturbed. Prior to beginning grading operations in any area, clearing and grubbing shall have been performed.

• Roadway embankment of earthen material shall be placed in horizontal layers not exceeding a loose depth of 8 inches and shall be compacted before the next layer is placed. Material may be placed in lifts greater than 8 inches provided test results verify that the specified density for the entire depth of the lift is obtained.

• Compaction: Specified Density Method shall be the method of compaction used.

o Specified Density Method: Soil shall be compacted within the moisture specification range and to the percentage of maximum dry density in accordance with Table 1:

Table 1

Optimum Moisture of Embankment Soil

Density Specification (Percent of Maximum Dry Density)

Moisture Specification (Percent of Optimum Moisture)

0% to 15% 95% or Greater -4% to +4%

15% or Greater 95% or Greater -4% to +6% o Optimum moisture will be determined in accordance with SD 104. Moisture tests will be determined by SD 108.

o Excess moisture in the embankment material shall be removed by drying operations.

o Density shall be determined in accordance with SD 105, SD 106, or SD 114.

• Compaction may be accomplished with any type of equipment which will give uniform satisfactory results.

o A rolling procedure shall be established which will produce densities conforming to Table 1.

Changes in material composition, moisture content, or compaction equipment may require that changes be made to the established rolling procedure.

o Soils shall be compacted within the moisture specification range in Table 1. The moisture range will be established during the above rolling procedure. Visual confirmation of moisture content will be sufficient after the rolling procedure testing is completed.

o Excess moisture in the embankment material shall be removed by drying operations. The drying under such circumstances shall be carried on until the moisture content is such that the required density can be attained.

o Each layer shall be satisfactorily compacted before the next layer is placed. Compaction shall be extended to cover the subgrade width in completed cut sections under the same requirements, without additional compensation.

Gravel Surfacing must be in compliance with South Dakota DOT requirements:

• Compaction to a specified density is not required. Rolling shall proceed simultaneously with the spreading and watering and continue in overlapping strips until a uniform, stable surface is obtained.

• Pneumatic tired rollers shall have an effective roller weight of at least 250 pounds per inch of roller width or satisfactory vibratory compaction equipment. Tires shall be uniformly inflated so their air pressures will not vary by more than 5 psi. Rollers shall be operated with tire pressures and wheel loads within the manufacturer’s recommended range for the size and ply of the tire being used.

• Steel face rollers shall furnish a minimum rolling weight of 275 pounds per inch of rolling width

5.0 Inspection and Tests. The Government will provide inspection of all work in accordance with FAR 52.213-4 – Terms and Conditions – Simplified Acquisitions (Other Than Commercial Items). The Contractor will be required to provide the COR with copies of grass seed labels.

6.0 Warranty. in accordance with FAR 52.246-24 – Warranty of Construction.

7.0 Point of Contact. The Point of Contact (POC) for this contract is Linda Filo, (605) 290-6479.

SOW Page 5

8.0 Reference Drawings. Drawings are provided for reference only. Drawings may not reflect actual site conditions or show all equipment installed and the government does not guarantee the accuracy of the reference drawings and information provided within this document. Therefore, field verification by the Contractor is highly recommended to determine actual site-specific conditions.

Drawing 1 – Entire Section: Entrance to 0.87 mile

Drawing 2 – Sketch A: 270 ft damaged section, MP 0.35-0.40

Drawing 3 – Sketch B: 190 ft damaged section, MP 0.47-0.50

SOW Page 6

Figure 1 – Audubon Bend is located north of Wynot, NE, near the intersection of 568 Ave and 893 Rd.

SOW Page 7

Figure 2 – The Audubon Bend road is accessed from 893 Rd. The damaged section is shown in white.

Audubon Ben Gravel Road Repair, Gavins Point Dam, NE GP82

SECTION TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

SECTION 00 73 01

SUPPLEMENTARY CONDITIONS (SPECIAL CONTRACT REQUIREMENTS)FOR PURCHASE ORDERS

2/19

PART 1 GENERAL

1.1 SCOPE

1.2 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK.

1.3 CONTRACT DRAWING AND SPECIFICATIONS

1.4 CONTRACTOR QUALITY CONTROL (CQC).

1.4.1 Responsibility of the Contractor

1.5 GUARANTEE

1.6 ACCIDENT PREVENTION

1.7 PROTECTION OF EXISTING FACILITIES AND WORKS

1.8 CONTRACT DRAWINGS AND SPECIFICATIONS

1.8.1 NOTIFICATION OF DISCREPANCIES

1.8.2 OMISSIONS

1.9 PAYMENT

1.9.1 PROMPT PAYMENT ACT

1.9.2 PAYMENTS FOR MODIFICATIONS

1.10 AVAILABILITY OF UTILITY SERVICES

1.11 PROFIT

1.12 AS-BUILT DRAWINGS

1.13 PORTABLE TOILETS

1.14 FEDERAL HOLIDAYS AND WORKING HOURS

1.15 ANTITERRORISM (AT)/OPERATIONS SECURITY (OPSEC) PROVISIONS

PART 2 NOT USED

PART 3 NOT USED

-- End of Section Table of Contents --

DOCUMENT 00 73 00 Page 1

SECTION 00 73 01

SUPPLEMENTARY CONDITIONS (SPECIAL CONTRACT REQUIREMENTS)FOR PURCHASE ORDERS

2/19

PART 1 GENERAL

1.1 SCOPE

See Statement Of Work Section

1.2 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 except seeding ready for use not later than 120 calendar days after receipt of Notice to Proceed. The time stated for completion shall include final cleanup of the premises. (FAR 52.211-10)

1.3 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.

1.4 CONTRACTOR QUALITY CONTROL (CQC).

1.4.1 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.

1.5 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.

DOCUMENT 00 73 00 Page 2

1.6 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.

1.7 PROTECTION OF EXISTING FACILITIES AND WORKS

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.

1.8 CONTRACT DRAWINGS AND SPECIFICATIONS

1.8.1 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.

1.8.2 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.

1.9 PAYMENT

1.9.1 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.

1.9.2 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.

DOCUMENT 00 73 00 Page 3

1.10 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.

1.11 PROFIT

a. 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 See Item Relative difficulty of work 15 b. below Size of Job 15 Period of performance 15 Contractor's investment 5 Assistance by Government 5 Subcontracting 25

b. 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.

(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.

(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.

(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.

(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.

(5) Contractor's Investment. To be weighted from .03 to .12 on the basis of below average, average, and above average. Things to consider: amount of subcontracting, mobilization payment item, Government

DOCUMENT 00 73 00 Page 4 furnished property, equipment and facilities, and expediting assistance.

(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.

(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.

1.12 AS-BUILT DRAWINGS

The Contractor shall provide a marked-up half size drawing to show actual work performed to include necessary sketches, modification drawings, shop drawings and notes. Red ink is to be used for additions and deviations from the contract. Green ink is to be used to indicate work deleted from the contract. The drawings shall be maintained by the contractor as the work progresses and available for review by the government representatives. The as-built drawings shall be submitted for approval at the completion of the project. The completed set shall be available at time of final inspection.

1.13 PORTABLE TOILETS

Toilet facilities will not be available for Contractor's use. The Contractor shall provide and maintain portable toilets for use by the Contractor's staff [ and Government staff]. Toilet(s) shall be placed at the location directed by the Contracting Officer. To prevent overturning by high winds, all portable toilets shall be anchored down.

1.14 FEDERAL HOLIDAYS AND WORKING HOURS

Work hours: The Contractor can work Monday through Friday 0700 to 1700.

Working outside these work hours will need written permission from the COR.

The Contractor will not be allowed to work on Federal holidays or observance days.

The following Federal legal holidays are observed by this installation:

New Year's Day 1 January Martin Luther King's Birthday Third Monday in January President's Day Third Monday in February Memorial Day Last Monday in May Independence Day 4 July Labor Day First Monday in September Columbus Day Second Monday in October Veterans Day 11 November Thanksgiving Day Fourth Thursday in November Christmas Day 25 December

If a wage determination applies the number of holidays specified on it, it has priority over this requirement.

1.15 ANTITERRORISM (AT)/OPERATIONS SECURITY (OPSEC) PROVISIONS

1. Not Used

DOCUMENT 00 73 00 Page 5

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.

3. thru 14 Not Used.

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.

PART 2 NOT USED

PART 3 NOT USED

-- End of Section --

DOCUMENT 00 73 00 Page 6

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00

MEASUREMENT AND PAYMENT

6/2000

PART 2 ENTIRE WORK COMPLETE (Excluding Bid Items Nos. [0003] thru [0008].)

1.1 Work Included

1.1.1 Site Preparation

1.2 Measurement

1.3 Payment

PART 23 EARTH FILL

2.1 23.1 Work Included

2.2 23.2 Measurement

2.3 23.3 Payment

PART 28 GRAVEL SURFACING FOR ROADS

3.1 28.1 Work Included

3.2 28.2 Measurement

3.3 28.3 Payment

PART 41 CULVERT STRUCTURES

4.1 41.1 Work Included

4.2 41.2 Measurement

4.3 41.3 Payment

SECTION 01 22 00 Page 1

SECTION 01 22 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.

JOB ITEMS

Quantities: The quantities under Job 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

Excavation/Removal Items: Excavation and/or removal items and fill items will be measured from existing ground levels to excavation surfaces shown on the Drawings or as directed by the COR.

Existing Ground Levels: Existing ground levels shall be surveyed prior to any disturbances in accordance with the relevant provisions of these specifications.

Excavation Surfaces Not Shown: In the event excavation surfaces are not clearly shown on the Drawings, the Contractor shall obtain clarification from the COR prior to commencement of excavation and/or removal.

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 proposal schedule.

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

BIDDING ITEMS

SECTION 01 22 00 Page 2

PART 2 ENTIRE WORK COMPLETE (Excluding Bid Items Nos. [0003] thru [0008].)

1.1 Work Included

Items Nos. 0001 and 0002 on the Bidding Schedule are paid on a by Job basis. The Job bid items include, but are not limited to: site preparation; mobilization; temporary utilities; all record keeping;

site surveying; site controls, inspections, and all management, supervisory, and specialized personnel; demobilization; and all other work specified and not included in Bid Items 0003 through 0008.

1.1.1 Site Preparation

Site preparation shall include all materials, equipment, labor, and permits for all required surveying; for materials staging; for maintaining all site access roads; for establishing site security; for construction of material and equipment staging and storage areas; for all temporary utility hookups; for providing, installing, and maintaining all field offices, sheds, and personnel and equipment decontamination facilities;

and clearing and grubbing.

1.2 Measurement

Job.

1.3 Payment

Progress payments shall be based on the percentage of work completed.

PART 23 EARTH FILL

2.1 23.1 Work Included

The work of this item shall include but not be limited to labor and equipment necessary for furnishing, transporting, spreading, discing and compacting, and all other incidental work required to complete the

SECTION 01 22 00 Page 3 placement of earth fill material.

2.2 23.2 Measurement

Per Cubic Yard. The quantity of earth fill shall be determined based on initial surveys made of the existing ground surface in all fill areas prior to authorized fill. Measurement of earth fill will include the total volume of material computed by the average end area method between the surfaces established by the initial survey and the surfaces of the completed elevations as specified by the drawings.

2.3 23.3 Payment

Payment for earth fill shall be based on the unit price per cubic yard as indicated on the Bidding Schedule multiplied by the actual number of cubic yards needed to complete the required work according to plans and specifications.

PART 28 GRAVEL SURFACING FOR ROADS

3.1 28.1 Work Included

The work of this item shall include but not be limited to furnishing all labor, materials, and equipment and performing all operations necessary to furnish and place the gravel surfacing material on road approaches as specified herein and as shown on the drawings, or otherwise directed.

3.2 28.2 Measurement

Per Ton. Surfacing material will be measured for payment by the number of tons of surfacing satisfactorily placed as specified . The surfacing material shall be weighed: (1) on public or private scales which have been certified by the State. The Contractor shall furnish the Government Inspector a copy of each printed weigh bill when self printing scales are used, or a copy signed by a public or bonded weigh master as each load is delivered; or (2) surfacing material may be weighed on the Contractor-furnished scales under the supervision of the Government Inspector. Each printed weigh bill shall contain the following: date, unit number, time of gross, tare and net weight, name of project, contractor, contract number and signature of bonded weigh master. All surfacing material shall be weighed to the nearest 20 pounds and the net weight reduced to the nearest hundredth of a ton.

3.3 28.3 Payment

Payment for "Gravel Surfacing for Roads" will be made at the contract unit price per ton as indicated on the Bidding Schedule multiplied by the number of tons needed to complete the required work according to drawings and specifications.

PART 41 CULVERT STRUCTURES

4.1 41.1 Work Included

The work of this item shall include but not be limited to furnishing

SECTION 01 22 00 Page 4 material, labor, equipment, fabrication and installation of pipes' structures, control of water, removals, excavation, backfill, drainage fill, hydrostatic testing, joint testing, and incidental operation necessary to repair or construct the complete culvert structure units according to drawings and specifications.

4.2 41.2 Measurement

Job.

4.3 41.3 Payment

Payment for "Culvert Structures" will be made at the contract Job price indicated on the Bidding Schedule for each unit acceptably installed according to the drawings and specifications.

SECTION 01 22 00 Page 5

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 33 00

SUBMITTAL PROCEDURES

08/18, OMH 02/2019

PART 1 GENERAL

1.1 SUMMARY

1.1.1 Submittal Information

1.2 SUBMITTALS

1.2.1 Action Codes

1.2.1.1 Contractor Action Codes

1.2.1.2 Government Reviewer Designations

1.3 SUBMITTAL CLASSIFICATION

1.3.1 Government Approved (G)

1.3.2 For Information Only

1.4 PREPARATION

1.4.1 Transmittal Form

1.4.2 Source Drawings for Shop Drawings

1.4.2.1 Source Drawings

1.4.2.2 Terms and Conditions

1.4.3 Electronic File Format

1.5 QUANTITY OF SUBMITTALS

1.5.1 Number of SD-04 Samples

1.6 INFORMATION ONLY SUBMITTALS

1.7 PROJECT SUBMITTAL REGISTER

1.7.1 Submittal Management

1.7.2 Preconstruction Use of Submittal Register

1.7.3 Contractor Use of Submittal Register

1.7.4 Approving Authority Use of Submittal Register

1.7.5 Action Codes

1.7.6 Delivery of Copies

1.8 VARIATIONS

1.8.1 Considering Variations

1.8.2 Proposing Variations

1.8.3 Warranting that Variations are Compatible

1.8.4 Review Schedule Extension

1.9 SCHEDULING

1.10 GOVERNMENT APPROVING AUTHORITY

1.11 DISAPPROVED SUBMITTALS

1.12 APPROVED SUBMITTALS

1.13 APPROVED SAMPLES

1.14 WITHHOLDING OF PAYMENT

PART 2 PRODUCTS

PART 3 EXECUTION

ATTACHMENTS:

SECTION 01 33 00 Page 1

ENG Form 4025-R

Project Submittal Register

SECTION 01 33 00 Page 2

SECTION 01 33 00

SUBMITTAL PROCEDURES

08/18, OMH 02/2019

PART 1 GENERAL

1.1 SUMMARY

1.1.1 Submittal Information

The Contractor is responsible for total management of their work including, but not limited to, approval, scheduling, control, certification of all submittals and compliance with all applicable Buy-American and Trade Agreement clauses. The submittal management system provided in these specifications is intended to be a complete system for the Contractor to use to control the quality of materials, equipment and workmanship provided by manufacturers, fabricators, suppliers and subcontractors. Review each submittal for contract compliance. Compliance with all applicable Buy American and Trade Agreement Clauses is to be included in this review. The Contractor must provide the country of origin on ENG Form 4025 for each item submitted. The Submittal Register (ENG Form 4288) will be utilized to log and monitor all submittal activities.

The Contracting Officer may request submittals, in addition to those specified, when deemed necessary to adequately describe the work covered in the respective sections. Each submittal is to be complete and in sufficient detail to allow ready determination of compliance with contract requirements.

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

1.2 SUBMITTALS

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

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

SD-01 Preconstruction Submittals

Submittal Register; G[-[RO][AO][PO]]

SECTION 01 33 00 Page 3

1.2.1 Action Codes

1.2.1.1 Contractor Action Codes

DESIGN BID BUILD SUBMITTALS

Submittal Classifications shown in UFGS Sections

Submittal Classification

Corresponding SpecsIntact

Submittal Register Code which is populated in the SI Submittal Register.

Software

Limitations: (The software shows one character delineation in the

SpecsIntact Submittal Register)

RMS – The following Submittal

Classifications are populated in RMS when the SpecsIntact

Submittal Data File is pulled into RMS)

G Submittal requires Government Approval

G GA

BLANK Submittal is For Information Only

(FIO)

BLANK FIO

1.2.1.2 Government Reviewer Designations

Following the Submittal Classification designation "G", the following reviewer designations may be included:

RO - Resident Office AO - Area Office DO - District Office

AE - Architect Engineer

Additional information will be provided at the pre-design and/or pre-construction conference.

Corps of Engineers, Omaha District Office for "DO" reviewer designations, submittals will be coordinated through:

Russell Matthews U.S. Army Corps of Engineers Omaha District Attn: CENWO-CDS-T 1616 Capitol Ave Omaha, NE 68102-4901 E-mail: CENWO.ConstructionSubmittal@usace.army.mil

SECTION 01 33 00 Page 4

1.3 SUBMITTAL CLASSIFICATION

1.3.1 Government Approved (G)

Government approval is required for extensions of design, critical materials, variations, equipment whose compatibility with the entire system must be checked, and other items as designated by the Government.

Within the terms of the Contract Clause SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION, submittals are considered to be "shop drawings."

1.3.2 For Information Only

Submittals not requiring Government approval will be for information only.

Within the terms of the Contract Clause SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION, they are not considered to be "shop drawings."

1.4 PREPARATION

1.4.1 Transmittal Form

Use the ENG Form 4025-R transmittal form for submitting both Government-approved and information-only submittals. Submit in accordance with the instructions on the reverse side of the form. These forms will be furnished to the Contractor. Properly complete this form by filling out all the heading blank spaces and identifying each item submitted. If there are multiple Item numbers listed on a particular ENG Form 4025-R submittal, combine all submitted items for review into a single Adobe file with bookmarks (for ease of review). Exercise special care to ensure proper listing of the specification paragraph and sheet number of the contract drawings pertinent to the data submitted for each item.

1.4.2 Source Drawings for Shop Drawings

1.4.2.1 Source Drawings

The entire set of source drawing files (DWG or DGN) will not be provided to the Contractor. Request the specific Drawing Number for the preparation of shop drawings. Only those drawings requested to prepare shop drawings will be provided. These drawings are provided only after award.

1.4.2.2 Terms and Conditions

Data contained on these electronic files must not be used for any purpose other than as a convenience in the preparation of construction data for the referenced project. Any other use or reuse is at the sole risk of the Contractor and without liability or legal exposure to the Government. The Contractor must make no claim, and waives to the fullest extent permitted by law any claim or cause of action of any nature against the Government, its agents, or its subconsultants that may arise out of or in connection with the use of these electronic files. The Contractor must, to the fullest extent permitted by law, indemnify and hold the Government harmless against all damages, liabilities, or costs, including reasonable attorney's fees and defense costs, arising out of or resulting from the use of these electronic files.

These electronic source drawing files are not construction documents.

Differences may exist between the source drawing files and the corresponding construction documents. The Government makes no

SECTION 01 33 00 Page 5 representation regarding the accuracy or completeness of the electronic source drawing files, nor does it make representation to the compatibility of these files with the Contractor hardware or software. The Contractor is responsible for determining if any conflict exists. In the event that a conflict arises between the signed and sealed construction documents prepared by the Government and the furnished source drawing files, the signed and sealed construction documents govern. Use of these source drawing files does not relieve the Contractor of the duty to fully comply with the contract documents, including and without limitation the need to check, confirm and coordinate the work of all contractors for the project.

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

1.4.3 Electronic File Format

Provide submittals in electronic format, with the exception of material samples required for SD-04 Samples items. Compile the submittal file as a single, complete document, to include the Transmittal Form described within. Name the electronic submittal file specifically according to its contents, and coordinate the file naming convention with the Contracting Officer. Electronic files must be of sufficient quality that all information is legible. Use PDF as the electronic format, unless otherwise specified or directed by the Contracting Officer. All documents must make use of optical character recognition (OCR) routines to make text searchable and selectable, so that the text can be copied. Index and bookmark files exceeding 30 pages to allow efficient navigation of the file. When required, the electronic file must include a valid electronic signature.

E-mail electronic submittal documents smaller than 10MB to an e-mail address as directed by the Contracting Officer, unless directed otherwise by COR. Provide electronic documents over 10 MB on an optical disc or through an electronic file sharing system, such as secure ftp site or Government web application located at the following website:

https://safe.arl.army.mil/. Use of the Government web application must be initiated by the Government, unless Contractor has a Government CAC card.

The Government may allow the AMRDEC SAFE Web Application located at the following website: https://safe.amrdec.army.mil/safe/. Both Government web applications restrict the number of days files are available to download.

1.5 QUANTITY OF SUBMITTALS

Submittals are to be transmitted electronically, unless directed otherwise.

1.5.1 Number of SD-04 Samples

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

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

c. Submit one sample installation, where directed.

SECTION 01 33 00 Page 6

d. Submit one sample of nonsolid materials.

1.6 INFORMATION ONLY SUBMITTALS

Submittals without an action code must be certified by the QC manager and submitted to the Contracting Officer for information-only. Approval of the Contracting Officer is not required on information only submittals. The Contracting Officer will mark "receipt acknowledged" on submittals for information and will return only the transmittal cover sheet to the Contractor. Normally, submittals for information only will not be returned. However, the Government reserves the right to return unsatisfactory submittals and require the Contractor to resubmit any item found not to comply with the contract. This does not relieve the Contractor from the obligation to furnish material conforming to the plans and specifications; will not prevent the Contracting Officer from requiring removal and replacement of nonconforming material incorporated in the work;

and does not relieve the Contractor of the requirement to furnish samples for testing by the Government laboratory or for check testing by the Government in those instances where the technical specifications so prescribe.

1.7 PROJECT SUBMITTAL REGISTER

A sample Project Submittal Register showing submittals required by the specifications is attached to this section as "Project Submittal Register."

1.7.1 Submittal Management

Prepare and maintain a submittal register, as the work progresses. Do not change data that is output in columns (c), (d), (e), and (f) as delivered by Government; retain data that is output in columns (a), (g), (h), and (i) as approved. As an attachment, provide a submittal register showing items of equipment and materials for which submittals are required by the specifications. This list may not be all-inclusive and additional submittals may be required.

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

Column (d): Lists each submittal description (SD Number. and type, e.g., SD-02 Shop Drawings) required in each specification section.

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

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

1.7.2 Preconstruction Use of Submittal Register

Submit the submittal register as an electronic database, using the submittal management program furnished to Contractor, unless directed otherwise by COR.