Atch_2_-_Proj_1_-_14876_-_Crack_Seal_Wattendorf_Hwy_SOW.pdf

14876

SOW NO. 14876

24 Feb 17

STATEMENT OF WORK

FOR

Crack Sealing Wattendorf Hwy.

ARNOLD ENGINEERING DEVELOPMENT CENTER

ARNOLD AIR FORCE BASE, TENNESSEE 37389-9998

NOT AEDC STINFO

Atch 2 17-R-0025

Table of Contents -1

Table of Contents

Section/Paragraph

1. SCOPE

1.1 Introduction

2. APPLICABLE DOCUMENTS

2.1 Government Documents

2.2 Non-Government Documents

3. REQUIREMENTS

3.1 General

3.2 Safety Requirements

3.3 Submittal Summary

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1. SCOPE

1.1 Introduction:

1.1.1 Base Bid: The work consists of providing means to furnish all materials, labor, and equipment necessary to seal cracks (Approx. 25,460 LF) on Wattendorf Hwy from Main Gate to base boundary south of I-24 overpass at Arnold Air Force Base, Tennessee. All dimensions shall be field verified by the contractor. Work shall be performed in accordance with this statement of work, contract documents, and AEDC Paving IDIQ Specification FA9101-17-R-0025.

Option:

2. The work consists of providing means to furnish all materials, labor, and equipment necessary seal all cracks on Wattendorf Hwy from Main Gate to base boundary just north of Tullahoma (Approximately 115,600 LF) at Arnold Air Force Base, Tennessee. All dimensions shall be field verified by the contractor. Work shall be performed in accordance with this statement of work, contract documents, and AEDC Paving IDIQ Specification FA9101-17-R-0025.

3. APPLICABLE DOCUMENTS

2.1 Government Documents:

2.1.1 Specifications:

A. IDIQ Specification No. FA9101-17-R-0025 Paving IDIQ.

2.1.2 Drawings: See Appendix A

4. REQUIREMENTS

3.1 General:

3.1.1 A storm water permit will not be required.

3.1.2 Clean up and restore all work areas and adjacent areas which were disturbed during the course of the work.

3.1.3 Provide temporary traffic control devices.

3.1.4 Provide positive drainage in all areas that are resurfaced.

3.2 Safety Requirements:

3.2.1 All work shall be accomplished in compliance with OSHA Safety Standards.

3.3 Submittal Summary:

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3.3.1 Submit the following in accordance with Submittal Procedures Part 1.4 of paving specification.

3.3.2 Temporary traffic control plan.

3.3.3 Existing conditions report which should construed as damage resulting from work.

3.3.4 Disallowed products locations.

3.3.5 Safety and health plan.

3.3.6 Hazardous material information.

3.3.7 Crack sealant data

3.3.8 Imported material source.

3.3.9 As built drawings.

3.3.10 Percentage of recovered material content.

3.3.11 Warranty against defects in workmanship and materials for one year following acceptance or provide manufacturer’s standard warranties, whichever is longer.

3.3.12 Submittal summary table:

No. Section Reference Submittal Description Due 1 3.3.2 Temporary traffic control Prior to onsite work 2 3.3.3 Existing conditions report Prior to onsite work 3 3.3.4 Disallowed products locations Prior to onsite work 4 3.3.5 Safety and health plan Prior to onsite work 5 3.3.6 Hazardous material information Prior to onsite work 6 3.3.7 Excavation plan Prior to onsite work 8 3.3.9 Concrete mix design N/A 9 3.3.10 Bituminous plant mix base course product data N/A

10 3.3.11 Bituminous plant mix surface course product data

N/A

11 3.3.12 Crack Sealant Prior to onsite work

12 3.3.13 Aggregate product data N/A

13 3.3.14 Tack coat product data N/A 14 3.3.15 Imported material source Prior to onsite work 15 3.3.16 As built drawings At final inspection 16 3.3.17 Percentage of recovered material content At final inspection

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No. Section Reference Submittal Description Due 17 3.3.18 Warranty At final inspection

Table I. Required submittal list - Completed.

END OF SOW

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Appendix

Base Bid

Crack Sealing Wattendorf Hwy. from Main Gate to I-24 (Approx. 25,460 LF)

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Option

Crack Sealing Wattendorf Hwy from Main Gate to Tullahoma (Approx. 115,600 LF)