Atch_2_-_SOW_dated_8_Aug_18.doc

DOC document 55 KB Posted

Attached to
Install Shock Absorbing Concrete Barricades at EOD Range on March ARB CA Federal contract opportunity
Solicitation number
FA466418B0002
Issued by
Department of the Air Force Reserve Command

About this file

Atch 2 - SOW

View the file

Other files for this federal contract opportunity

Other files attached to Install Shock Absorbing Concrete Barricades at EOD Range on March ARB CA, newest first.
File Type Posted
Amendment_0003.doc DOC document
Atch_1_-_Wage_Dec_9-7-18.doc DOC document
Amendment_0002.pdf PDF
Atch_1_-_Wage_Dec_8-31-18.doc DOC document
Atch_8_-_QUESTIONS_&_ANSWERS.doc DOC document
FA466418B0002_-_Site_Walk_Notes.pdf PDF
FA466418B0002_-_Amend_0001.docx DOCX document
Atch_4_-_Schedule_Material_Submittals.xls XLS spreadsheet
Atch_5_-_FEP_dated_June_2016.pdf PDF
FA466418B0002_-_SF1442.pdf PDF
Atch_3_-_Drawings-Spec's.pdf PDF
Atch_6_-_Contractor_Security_Pamphlet_-_11_October_2017.pdf PDF
Atch_7_-_Site_Visit-Bid_Opening-Bid_Delivery_Pass_Sheet.doc DOC document
Atch_1_-_Wage_Dec_7-20-18.doc DOC document
Show all 14

On GovTribe

Work with this file on GovTribe

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

Text version

Attachment 2 to

FA466418B0002

Attachment 2 to

FA466418B0002

Air Force Reserve Command March Air Reserve Base Riverside, California 92518

STATEMENT OF WORK

INSTALL NEW BARRICADE FOR THE EXPLOSIVE ORDINANCE DISPOSAL (EOD) RANGE

March Project Number

PDPG 12-0107

Prepared By

452 MSG/CECC

8 August 2018

1. INTRODUCTION

1.1 Contractor shall provide all materials, equipment, labor and supervision necessary to install new barricade for the EOD Range at March Air Reserve Base, California in accordance with the terms and conditions of the contract, contract statement of work, contract specifications, federal, state and local codes, laws and regulations.

1.2 All quantities, dimensions and areas given within the statement of work and drawings are an approximation only. Contractor is responsible to verify all quantities, dimensions and areas.

1.3 The construction area is identified on drawings C-101 thru C-106.

1.4 All work includes, but is not limited to the following:

2. SCOPE OF WORK

2.1 Contractor shall remove and dispose of approximately 4” concrete cap located on top of the Eastern dirt filled berm and grade/spread approximately 488 Loose Cubic Yards (LCY) of dirt from existing berm into the surrounding area. Drawing C-103

2.2 Contractor shall remove and grade/spread approximately 26’ x 54’ x 12” (81 LCY) of dirt extracted from the construction area into the surrounding area. Drawing C-105.

2.3 Contractor shall place approximately 6” of base compacted into 26’x54’ construction area. Drawing C-105

2.4 Contractor shall place approximately 62 Square Yards of Portland Concrete Cement (PCC) footing with welded wire fabric for Shock Absorbing Concrete (SACON) Panels. Drawings C-105 & C-106

2.5 Contractor shall place approximately 478 Cubic Feet of sand inside the construction area indicated on drawing C-105.

2.6 Contractor shall install premanufactured SACON or equivalent Vertical Interlocking Panels. Drawing C-104

2.7 Contractor to install and place PCC for a 20’x20’x4” pad and a 10’x10’x4” pad at approximate location indicated on the drawing C-103.

3. GENERAL WORKSITE

3.1 Drawings provided are “For Reference Only” however, the contractor shall field verify, and submit As-Built and a DD Form 1354, (Transfer and Acceptance of DoD Real Property) when project is completed.

3.2 Contractor will dispose of and remove off base construction debris and materials. Contactor shall prepare a recycling report for construction and recycled debris removed from March ARB during the course of this project. Report must include name and address of the receiving facility, tonnage and type of material disposed and recycled.

3.3 The contractor shall prepare a pass information sheet identifying contractor personnel, including subcontractor personnel, who will be working on March ARB. The pass information sheet shall be submitted to the Contracting Office no later than the preconstruction meeting. Upon completion of the contract, or expiration of the passes/badges, the contractor must ensure all issued passes/badges are turned into the Contracting Office. Failure to comply with this requirement may result in withholding of final payment.

3.4 The prime contractor shall appoint a superintendent, in writing to the Contracting Office, with decision making authority prior to start of work. The superintendent will be the Governments point of contact at the construction site.

3.5 Pre-Final Inspection: The contractor shall request a pre-final inspection with the CE construction inspector. Pre-final inspection shall be requested with sufficient time to allow punch list corrections, if any, prior to contract completion date.

3.6 Final Inspection: The contractor shall request a final inspection, in writing to the Contracting Officer, upon correction of pre-final punch list items. The final inspection will be formally scheduled by the Contracting Officer upon confirming that pre-final punch list items have been corrected. At a minimum, contractor Superintendent, Contracting Officer and CE Construction Inspector will be in attendance.

3.7 The contractor shall submit, to the Contracting Office, material submittals as identified in the Schedule of Material Submittals and as required by applicable specifications. Submittals shall be submitted by the required submission date as identified on the Schedule of Materials Submittals. Submittal packages shall be provided to the Contracting Office accompanied with an AF IMT 3000-Material Approval Submittal. A copy of the approved/disapproved signed AF IMT 3000 will be provided to the contractor upon completion of government review.

3.8 The contractor is responsible for completion and submittal of March Form 103 “Base Civil Engineering (BCE) Work Clearance Request” to the BCE prior to beginning any work performance. The contractor shall allow a minimum of fourteen (14) calendar days for processing. The March Form 103 will be valid for the duration of the project.

3.9 The contractor shall be responsible for completion of Air Field Driver’s Training when driving on the Air Field and able to communicate on a Government provided two-way radio with the March ARB tower when in the Controlled Movement Area (CMA).

3.10 Contractor shall install manufactured SACON Panels in accordance with manufacturer’s installation instructions.

4. PERFORMANCE

The performance period is 120 calendar days from Notice to Proceed (NTP). The contractor shall begin work as described in the scope of work within 10 days of receiving NTP. Work including punch list items, must be completed no later than the end of the performance period.

File details come from the government source that posted it.