Amend 3 - Attachment 1 - Statement of Work.pdf

PDF 1 MB Posted Jun 3, 2024

Attached to: Decommission Diesel Tank Federal contract opportunity
Solicitation number: 12805B24Q0277
Issued by: Department of Agriculture Agricultural Research Service Field Research Implementation and Information Delivery Plains Area

About this file

Written by GovTribe AI · Jun 3, 2024

This document is a Statement of Work (SOW) for the removal of an underground diesel fuel tank located at the Biosciences Research Laboratory (BRL) in Fargo, North Dakota. The key requirements include excavation and removal of the tank, dispenser, and associated components, disposal of any fuel and rendering the tank inert, backfilling the trench and grading the area. The contractor must conduct utility locates, dewater as needed, and collect soil samples to check for contamination. The contractor must have staff experienced in handling contaminated materials and an OSHA-certified competent person on site. The period of performance is 60 days, with 30 days allocated for submittals and approvals and 30 days for excavation and testing. The solicitation number for this federal contract opportunity is 12805B24Q0277 "Decommission Diesel Tank" issued by the Department of Agriculture, Agricultural Research Service, Plains Area. A site visit is scheduled for May 23, 2024 at 10:00 am CT.

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Other files for this federal contract opportunity

Other files attached to Decommission Diesel Tank, newest first.
File	Type	Posted
Amend 3 - 12805B24Q0277.pdf	PDF	Jun 3, 2024
Attachment 6 - QA Responses.pdf	PDF	Jun 3, 2024
Amend 2 - RFQ 12805B24Q0277.pdf	PDF	May 23, 2024
Amend 1 - RFQ 12805B24Q0277.pdf	PDF	May 20, 2024
Amend 1 - Attachment 1 - Statement of Work.pdf	PDF	May 20, 2024
Attachment 1 - Statement of Work.pdf	PDF	May 13, 2024
RFQ - 12805B24Q0277.pdf	PDF	May 13, 2024
Attachment 3 - Limitations on Subcontracting Acknowledgement Form.pdf	PDF	May 13, 2024
Attachment 5 - ARS-372.pdf	PDF	May 13, 2024
Attachment 2 - Wage Determiatnion.pdf	PDF	May 13, 2024
Attachment 4 - ARS-371.pdf	PDF	May 13, 2024

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STATEMENT OF WORK (SOW)

Project: BRL Fuel Tank Removal

Revision 2 (5/30/2024)

Location: Biosciences Research Laboratory 1616 Albrecht Blvd N Fargo, ND 58102

GENERAL INFORMATION

1.0 Scope of Work: Remove underground diesel fuel tank.

2.0 Background: Decommissioned generator was fueled by diesel stored in an in-ground storage tank (IST). This tank must be removed and rendered inert for environmental safety concerns.

Items to be addressed by this contract:

Excavation and backfill of IST system located at USDA in North Fargo including:

• Excavation and removal of tank, dispenser, and all In-ground Storage Tank components.

• Backfill trench and grade.

• Cleaning, rendering inert and removing the IST system in accordance with City and State regulations.

• Disposal of existing IST, and content remnants.

CONTRACTOR REQUIREMENTS

3.0 Technical Requirements

A. Excavation and Removal of existing diesel fuel tank in accordance with OSHA Regulations (especially with trenching and shoring requirements for safety).

• Conduct a thorough utility locate prior to digging. See attachment 2 for prior site survey information.

• Disconnect any connected electrical components required to remove IST system.

• Remove existing concrete cap, tank, and slab, anchor straps, pump and pipe leading from tank into the adjacent building.

• Empty IST of all accumulated sludge, and purge vapors.

• Collect samples and access site to determine if any substance released.

• After the tanks are removed, native soil in the tank hold, pipe chases, dispenser, and remote fill-pipe area (if present), and the backfill must be checked (sampled) for the presence of a release. Collect environmental samples of soil or tank-hold excavation water (or both) from any excavated areas as soon as possible after first exposure to the atmosphere.

• Empty; disconnect; and plug, cap, or remove tank, piping, and ancillary equipment.

• Provide safe slopes on the excavation sides per OSHA requirements as noted above.

B. Empty, clean, dispose, render removed tank inert, and dispose of existing fuel.

• Dispose of existing tank, and any residual fuel, according to local, state, and federal regulations.

• Removal of IST from site within 24 hours of excavation.

C. Backfill Trench and Grade to Level

• Bench the new fill into the sides of the excavation with the benches being 12” to 18” high. The lean clay soil fill shall have a low potential for elastic movements. Area sandy clay or clayey sand is available, as long as the sand is uniformly mixed within the clay.

• Due to the potential of groundwater, there may be a need for dewatering. Water removed during the dewatering process should be sampled for potential contamination.

• Compact the new fill soil to grade and level.

4.0 Government Furnished: Attachment 1 shows original IST blueprints. Attachment 2 shows a site survey for a future construction project that shows the location of the fuel tank and possible utilities around it. Attachment 3 shows dimensions of cement pad underneath in-ground fuel tank.

5.0 Deliverables / Schedule:

• Submittals (must be received no more than 30 days after award):

o Provide work schedule, including schedule for delivery of equipment, no more than 30 days from the date of the award.

• Testing:

o Contractor will provide test samples to verify contamination status

6.0 Travel: Not Applicable

7.0 Contractor’s Key Personnel: Contractor will ensure that a site supervisor is present during the project. Furthermore, the contractor shall provide proof that an OSHA certified “competent person” will maintain a presence at the work site whenever general or subcontractors are present. Contractor must have staff experienced in testing and handling contaminated materials.

8.0 Security Requirements: Contractor shall meet with the Maintenance Staff on 1st day of project to coordinate temporary parking permits, badges and keys as necessary. All contractors shall have a U.S. photo ID, such as U.S. Driver’s License or U.S. passport.

9.0 Data Rights: Not Applicable

10.0 Section 508 – Electronic and Information Technology Standards: Electronic submittals to include all reports are to be in Adobe file format.

11.0 Period of Performance: The performance period for this task is 60 days from notice to proceed with 30 days allotted for submittals and approvals and 30 days allotted for excavation and testing.

12.0 Cleanup: The construction site shall be kept clean and free of debris at all times. Disposal of the old equipment is required. Restore areas disturbed as nearly as possible to the original appearance and condition. Upon completion of the project, and prior to final inspection, the Contractor shall remove from the premises all unused material, trash, and debris resulting from the work to the satisfaction of the COR.

See images below.

Red oval indicates location of IST.

Drawings and information from original design blueprints.

CP# 996

471674.72

2892100.90

ELEV. 897.49

898.23 RANDOM POINT 60dNAIL

897.66 RANDOM POINT 60dNAIL

898.27

898.25

898.00

897.95

898.22 898.76

898.71898.66898.66

898.77

898.76

898.74

898.77

898.25

898.15

897.87

TT 898.92

898.10

898.93

898.02

898.09

898.07

898.07898.08 898.43

898.41

898.20

898.94

898.12

899.01

898.37

897.94

897.85

897.65

897.48

897.32

897.23

897.22

897.37

897.50

897.67

897.79

897.61

897.39

897.32

897.37

897.44 897.58 897.76

897.97

898.22

898.34897.82

897.67

897.48

897.46

897.42

897.36

897.28

897.19

897.09

896.98

897.39

897.94

897.99

897.54 897.01

897.02

897.16

897.20

897.33

897.39

897.28

897.51

897.43

897.46

897.57

897.59

897.52

897.63

897.53

897.33

897.29

897.40

897.93

898.59

898.68

898.49

898.19

898.13

898.09

897.63

897.73

897.81

897.78

897.99

898.09

897.60

897.29 897.20 897.13

905.04

CATWALK B

905.08

CATWALK

908.35

BLDG B

904.76

BLDG1 B WALL LINE B

910.20

WALL E

905.97

BLDG1 WALL2 LINE B

898.41

897.00

896.95896.94

896.92

896.99

897.23

897.60

897.46

898.14

898.40 898.20

898.10

897.82897.75897.95 897.98

898.14 898.45

898.11 898.47

898.11

898.20

898.13

898.39

898.26

898.50

898.32

898.22

898.40 898.58

898.46

898.37 898.27

898.38

898.40

898.05898.62

898.60 898.49

898.25

897.95

898.43

898.46

898.43

898.40

898.27

898.06

898.41

898.29

897.85

897.80 897.78

898.02

897.53

897.82

897.72 897.47

898.61 897.14 897.14

897.24

897.23

897.32

897.33 897.37

897.39

897.49

897.49 897.54

897.63

897.64

897.58

897.61

898.15

898.18

897.58 897.67 897.66

897.79

897.80

898.28

898.20

898.07

897.99

897.90

898.07 897.98

897.79

897.57

897.51

897.68

897.40

897.75

897.34897.10

897.18

897.27

897.38

897.46 897.61

897.68

897.82

897.89

897.84 897.92

897.92

897.95

898.02

898.04

898.32

897.99

897.85

897.63

897.58 897.38

897.33

905.01

CATWALK

905.04

CATWALK E TAKE TO BUILDING LINE

904.98

BLDG

906.16

BLDG

917.85

WALL3 LINE

907.96

WALL2 LINE E

897.98

897.94

897.98

898.47

RANDOM POINT

898.53 898.64

898.07 898.19

898.73 898.90

898.80 898.73

898.79 898.72

898.61

898.46

898.42

898.58 898.53

898.30

898.08 898.40

897.91 897.89 897.89

906.61

BLDG E WALL3 E

SANITARY MANHOLE

(UNABLE TO OPEN LID)

RIM 898.54

UNKNOWN MANHOLE

RIM 897.03

INV. 892.13 CLAY PIPE S-W

UNIDENTIFIED MANHOLE

(UNDERGROUND TANK)

RIM 898.62

UNIDENTIFIED MANHOLE

(UNDERGROUND TANK)

RIM 898.67

TANK ACCESS COVER

FINISHED FLOOR

ELEV. 898.83

FINISHED FLOOR

ELEV. 898.82

CATWALK

FINISHED FLOOR

ELEV. 898.80

FINISHED FLOOR

ELEV. 898.72

EXISTING BUILDING

(CONCRETE)

(C O

(CONCRETE)

(CONCRETE

BASE)

(C O

(CONCRETE)

EXISTING BUILDING

898.51

899.47

898.50

898.38

898.40

898.26

898.39

898.51 898.48

898.35

897.74

897.69

898.55

898.74

UNIDENTIFIED MANHOLE

(UNDERGROUND TANK)

RIM 898.66

O R)

POSSIBLE ELECTRICAL DUCT

POSSIBLE CONDUIT DUCT

GENERATOR

CONTROL BOX

(CONCRETE)

USACCESS CREDNTIALING

CENTER SIGN

GAS

W W

W W W W

PROJECT NO.:

NO. DATE BY DESCRIPTION

REVISIONS

S HENK

USDAA-E FIRM

TJS

M McWILLIAMS

S KASEMAN

USDA

REAL PROPERTY

SAFETY & HEALTH

AREA ENGINEER

DRAWN BY

CHECKED BY

DESIGNER

PROJECT MANAGER

EPM

PROJECT NO.

DATE

SHEET

Service Research Agricultural

FACILITIES ENGINEERING SECTION

PLAINS AREA

2150 CENTRE AVE., BLDG D, SUITE 330

FT. COLLINS, CO 89526-8119

U S D A

L BAETE08222.016 01/25/2024

BRL BACK-UP GENERATOR POWER DESIGN

USDA ARS

1616 ALBRECHT BOULEVARD

FARGO, ND 58102

50% DESIGN

- NOT FOR

CONSTRUCTION

P:\

16\

\Ci vil\

16- 1.d wg 1/2

5/2

7:5 1:5

5 A M K noc k, D erik

NORTH

1 inch = ft.

010 10

REMOVE PAVEMENT

LEGEND

REMOVE SIDEWALK

REFERENCED DEMOLITION NOTES( ):

1. REMOVE ASPHALT PAVEMENT.

2. REMOVE CURB AND GUTTER.

3. REMOVE CONCRETE SIDEWALK.

4. COORDINATE REMOVAL AND RELOCATION OF GAS LINE WITH UTILITY COMPANY.

5. REMOVE AND RELOCATE SIGN.

6. REMOVE AND REINSTALL PARKING SIGN.

7. REMOVE AND REINSTALL HANDICAP PARKING SIGN.

8. REMOVAL OF UNDERGROUND TANKS WILL BE BY OTHERS.

9. REMOVE GENERATOR, CONTROL BOX AND ASSOCIATED CONCRETE.

10. REMOVE CONCRETE VALLEY GUTTER AS REQUIRED TO CONSTRUCT SANITARY SEWER.

11. REMOVE ASPHALT PAVEMENT AS REQUIRED TO CONSTRUCT SANITARY SEWER.

C001

SITE DEMOLITION PLAN

MJS

DJK

MJS

11 1110

EXISTING WATER SHOWN FROM HAROLD E.

BECHTEL ARCHITECT PLAN DATED 3-16-62. IT

WAS NOT LOCATED IN THIS SURVEY.

EXISTING SANITARY SHOWN FROM HAROLD E.

BECHTEL ARCHITECT PLAN DATED 3-16-62. IT

WAS NOT LOCATED IN THIS SURVEY.EXISTING GAS SHOWN FROM HAROLD E.

BECHTEL ARCHITECT PLAN DATED 3-16-62. IT

WAS NOT LOCATED IN THIS SURVEY.

Dimensions of concrete slab upon which the tank is set and strapped.

CONTRACTOR REQUIREMENTS

6.0 Travel: Not Applicable

Statement of Work_BRL_Fuel_Tank_Removal_Rev_2.pdf

CONTRACTOR REQUIREMENTS

6.0 Travel: Not Applicable

File details come from the government source that posted it. Updated Jun 3, 2024.