Attachment 0001 - Purchase Description.pdf

STONE BACKFILL

SECTION 2610 Page 1 of 1

SECTION 2610

STONE BACKFILL

PART 1 GENERAL

1.1 DESCRIPTION

This work shall consist of furnishing and delivery to Pine Bluff Arsenal various job site locations and areas.

1.2 MEASUREMENT AND PAYMENT

Subsections 207.04 and 207.05 of the AHTD Standard Specifications for Highway Construction are not applicable. Measurement shall be by the ton of material furnished and delivered. Certified weight tickets are required.

1.3 SUBMITTALS

The following shall be submitted in accordance with CONDITIONS, 3.0 SHOP AND

AS-BUILT DRAWINGS, SAMPLES, AND MANUFACTURER'S LITERATURE:

SD-07, Certificates of compliance

The Contractor shall furnish certificates of compliance with the requirements of materials in this section.

PART 2 PRODUCTS

2.1 MATERIALS

Stone for Stone Backfill shall be hard, durable, crushed stone aggregate, as manufactured by local quarries, ranging in size from 1-1/2” minimum to 6” maximum. It shall not contain more that 5% by weight of shale, slate, or other deleterious matter. The stone shall be uniformly graded and the amount passing the 1-1/2” sieve shall be not more that 10% by weight.

PART 3 EXECUTION

3.1 CONSTRUCTION

Stone shall be delivered to the required job site or location and end dumped neatly.

-- End of Section --

Purchase Description

SELECTED MATERIAL

SECTION 2651 Page 1 of 2

SECTION 2651

PART 1 GENERAL

1.1 REFERENCES

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

Arkansas State Highway and Transportation Department

Standard Specifications for Highway Construction (latest edition)

1.2 MEASUREMENT AND PAYMENT

Subsections 302.05 and 302.06 of the AHTD Standard Specifications for Highway Construction are NOT applicable. Measurement shall be by the ton for the items listed below, furnished and delivered to the various sites on the Pine Bluff Arsenal or areas on the Pine Bluff Arsenal.

Selected Material Class BAB(Bottom Ash Blend) Ton Selected Material Class (SM-2) Ton

1.3 STANDARD SPECIFICATIONS

Selected material shall conform to the provisions of Section 302 – SELECTED MATERIAL and all referenced sections therein of the Arkansas State Highway and Transportation Department “Standard Specifications for Highway Construction”, except as specified herein. Reference hereinafter to the Arkansas State Highway and Transportation Department “Standard Specifications for Highway Construction” will be by the basic designation “Standard Specifications”. The words “Chief Engineer” or “Engineer” in the Standard Specifications shall be interpreted to mean “Contracting Officer”. Copies of the Standard Specifications may be obtained from the Arkansas State Highway and Transportations Department, Little Rock, Arkansas, for approximately $10 per copy.

1.4 SUBMITTALS

The following shall be submitted in accordance with CONDITIONS, 3.0 SHOP AND

AS-BUILT DRAWINGS, SAMPLES, AND MANUFACTURER'S LITERATURE:

SD-07, Certificates of compliance

The Contractor shall furnish certificates of compliance with the requirements of Standard Specifications, Section 302.

PART 2 PRODUCTS

2.1 MATERIALS

Materials Class(SM-2) shall conform with the requirements provided under Section 302 of the Standard Specifications. BAB shall be a blend of bottom ash and fly ash byproducts from coal furnace combustion.

2.2 TESTS

All costs incurred in testing materials shall be borne by the Contractor.

SECTION 2651 Page 2 of 2

PART 3 EXECUTION

3.1 The selected material shall be furnished and delivered to the various sites and areas on the Pine Bluff Arsenal and end dumped neatly.

AGGREGATE BASE COURSE

SECTION 2652 Page 1 of 1

SECTION 2652

AGGREGATE BASE COURSE

1.1 REFERENCES

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

Arkansas State Highway and Transportation Department

Standard Specifications for Highway Construction (latest edition)

1.2 MEASUREMENT AND PAYMENT

Subsections 303.05 and 303.06 of the AHTD Standard Specifications for Highway Construction are not applicable.

1.3 STANDARD SPECIFICATIONS

Aggregate base course shall conform to the provisions of Section 303 – AGGREGATE BASE COURSE and all referenced sections therein of the Arkansas State Highway and Transportation Department “Standard Specifications for Highway Construction”, except as specified herein. Reference hereinafter to the Arkansas State Highway and Transportation Department “Standard Specifications for Highway Construction” will be by the basic designation “Standard Specifications”. The words “Chief Engineer” or “Engineer” in the Standard Specifications shall be interpreted to mean “Contracting Officer”. Copies of the Standard Specifications may be obtained from the Arkansas State Highway and Transportations Department, Little Rock, Arkansas, for approximately $10 per copy.

1.4 SUBMITTALS

The following shall be submitted in accordance with CONDITIONS, 3.0 SHOP AND

AS-BUILT DRAWINGS, SAMPLES, AND MANUFACTURER'S LITERATURE:

SD-07, Certificates of compliance

The Contractor shall furnish certificates of compliance with the requirements of Standard Specifications, Section 303.

PART 2 PRODUCTS

2.1 MATERIALS

Materials shall conform with the requirements provided under Section 303 of the Standard Specifications for Class 7 and Class 5 aggregate base course respectively.

2.2 TESTS

All costs incurred in testing materials shall be borne by the Contractor.

PART 3 EXECUTION

3.1 The base course material shall be furnished and delivered to the required job site or location and neatly end dumped.

CONCRETE

SECTION 2802 Page 1 of 1

SECTION 2802

CONCRETE

PART 1 GENERAL

1.1 REFERENCES

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

Arkansas State Highway and Transportation Department Standard Specifications for Highway Construction (latest edition)

1.2 MEASUREMENT AND PAYMENT

Subsection 802.24 and 802.25 of the AHTD Standard Specifications for Highway Construction are not applicable. Concrete shall be measured by certified tickets by the cubic yard furnished and delivered to the various sites on the Pine Bluff Arsenal.

1.3 STANDARD SPECIFICATIONS

Concrete shall conform to the provisions of Section 802 – Concrete For Structures for Class S Concrete per Table 802-1 and all referenced sections therein of the Arkansas State Highway and Transportation Department “Standard Specifications for Highway Construction”, except as specified herein. Reference hereinafter to the Arkansas State Highway and Transportation Department “Standard Specifications for Highway Construction” will be by the basic designation “Standard Specifications”. The words “Chief Engineer” or “Engineer” in the Standard Specifications shall be interpreted to mean “Contracting Officer”. Copies of the Standard Specifications may be obtained from the Arkansas State Highway and Transportations Department, Little Rock, Arkansas, for approximately $10 per copy.

1.4 SUBMITTALS

The following shall be submitted in accordance with CONDITIONS, 3.0 SHOP AND

AS-BUILT DRAWINGS, SAMPLES, AND MANUFACTURER'S LITERATURE:

SD-07, Certificates of compliance

The Contractor shall furnish certificates of compliance with the requirements of Standard Specifications, Section 802 Class S Concrete.

PART 2 PRODUCTS

2.1 MATERIALS

Materials shall conform with the requirements provided under Section 802 of the Standard Specifications.

2.2 TESTS

All costs incurred in testing materials shall be borne by the Contractor.

PART 3 EXECUTION

3.1 The Concrete shall be furnished and delivered to the various sites on the Pine Bluff Arsenal for placement by laydown crews. It is the Contractor’s responsibility to coordinate his work to achieve a timely and efficient delivery.

RIPRAP

SECTION 2816 Page 1 of 1

SECTION 2816

RIP RAP

1.1 REFERENCES

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

Arkansas State Highway and Transportation Department

Standard Specifications for Highway Construction (latest edition)

1.2 MEASUREMENT AND PAYMENT

Subsections 816.04 and 816.05 of the AHTD Standard Specifications for Highway Construction are not applicable. Dumped Riprap shall be measured and paid for by the ton.

1.3 STANDARD SPECIFICATIONS

Riprap shall conform to the provisions of Section 816 –and all referenced sections therein of the Arkansas State Highway and Transportation Department “Standard Specifications for Highway Construction”, except as specified herein.

Reference hereinafter to the Arkansas State Highway and Transportation Department “Standard Specifications for Highway Construction” will be by the basic designation “Standard Specifications”. The words “Chief Engineer” or “Engineer” in the Standard Specifications shall be interpreted to mean “Contracting Officer”. Copies of the Standard Specifications may be obtained from the Arkansas State Highway and Transportations Department, Little Rock, Arkansas, for approximately $10 per copy.

1.4 SUBMITTALS

The following shall be submitted in accordance with CONDITIONS, 3.0 SHOP AND

AS-BUILT DRAWINGS, SAMPLES, AND MANUFACTURER'S LITERATURE:

SD-07, Certificates of compliance

The Contractor shall furnish certificates of compliance with the requirements of Standard Specifications, Section 816 –Riprap.

PART 2 PRODUCTS

2.1 MATERIALS

Materials shall conform with the requirements provided under Section 816 of the Standard Specifications for Dumped Rip Rap except concrete or steel slag shall not be allowed. All material furnished shall be natural hard stone in accordance with 816.02.

2.2 TESTS

All costs incurred in testing materials shall be borne by the Contractor.

PART 3 EXECUTION

3.1 Rip Rap shall be furnished and delivered to required job sites or locations on the Pine Bluff Arsenal and neatly end dumped.

CULVERT PURCHASE DESCRIPTION

All Galvanized Culverts shall meet the following specifications.

All Plastic Culverts shall meet the following specifications.

CULVERT PURCHASE DESCRIPTION

Flared Ends for all Pipe sizes

All Galvanized Culverts shall meet the following specifications.pdf