About this file

This document includes an amendment to a federal contract solicitation and the related federal contract opportunity notice. The amendment modifies specifications for earth moving and blending plans for the construction of a Deployable Airbase Systems-Facilities, Equipment, and Vehicles storage complex at Sanem, Luxembourg. The contract drawings are available by emailing the specified Army Corps of Engineers points of contact.

The federal contract opportunity is a Request for Proposal for the construction of the DABS-FEV storage complex. Facilities will include three single-story warehouses of varying sizes to store equipment such as vehicles, shipping containers, equipment pallets, and refueling trucks. The warehouses will have humidity control and general storage. Supporting facilities will also be built, such as a refueling vehicle maintenance shop, fire alarm and environmental systems, utilities, pavements, and information systems. The Department of the Army European Command is the contracting agency.

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Other files for this federal contract opportunity

Other files attached to Request for Proposal (RFP) for Project: Construct Deployable Airbase Systems – Facilities, Equipment, and Vehicles (DABS/FEV) Storage Complex at Sanem, Luxembourg, newest first.
File Type Posted
B.08.03 Amendment 0003 Sanem Luxembourg - Double Tee Information.pdf PDF
B.08.03 Amendment 0003 Sanem Luxembourg - Micropile Information.pdf PDF
B.08.03 Amendment 0003 41 22 13_REVISED 03.22.203.pdf PDF
B.08.03 Amendment 0003 to RFP W912GB23R0009.pdf PDF
A.03.09 Amendment 0002 P-503 - PLUMBING STANDARD DETAILS III.pdf PDF
A.03.09 Amendment 0002 SA-702.PDF PDF
B.08.03 Amendment 0002 RFP W912GB23R0009.pdf PDF
A.03.09 Amendment 0002 SA-700.PDF PDF
B.07.01 Luxembourg DABS_Pre_Proposal Final.pdf PDF
B.07.01 PPSV Attendance Sheet.pdf PDF
B.08.03 Amendment 01 to RFP W912GB23R0009.pdf PDF
B.08.02 RFP DC-23-0017 W912GB23R0009 Luxembourg DABS.pdf PDF
B.08.02.05 Attachment 5_BLG Template.docx DOCX document
A.03.09 Attachment 6_Specifications 01.26.2023.pdf PDF
A.03.09 Attachment 8_SUBMITTAL REGISTER 09.21.2022.pdf PDF
A.02.17 Attachment 9_Statement of Work.pdf PDF
J.01.11 Attachment 11_DRAFT DD 1354 (Part 2).pdf PDF
J.01.11 Attachment 10_DRAFT DD 1354 (Part 1).pdf PDF
B.08.02.01 Attachment 1_Past Performance Info Sheet 23R0009.pdf PDF
B.08.02.03 Attachment 3_Letter of Commitment Sample.docx DOCX document
B.08.02.04 Attachment 4_BLA Template.docx DOCX document
B.08.02.02 Attachment 2_PPQ.pdf PDF
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Text version

SECTION A-A

1:50

313.60 = ±0.00

312.41 = -1.19

304.00 = -9.60

-8.93

1.50

88 1.50

8.9

2.5

301.50 = -12.10

313.60 = -3.00

2.0

4.0

3.6

40°

40°

13.0

11.0

TIT

AN

73/

TIT

AN

73/

6.00

6.00

SECTION B-B

1:50

313.60 = ±0.00

312.28 = -1.32

304.00 = -9.60

-8.93

1.50

88 1.50

8.9

2.5

301.50 = -12.10

2.0

4.0

3.6

40°

40°

13.0

11.0

TIT

AN

73/

TIT

AN

73/

6.00

6.00

SECTION C-C

1:50

313.60 = ±0.00

313.28 = -0.22

304.00 = -9.60

-8.93

1.50

88 1.50

8.9

2.5

301.50 = -12.10

Q

2.0

4.0

3.6

40°

40°

13.0

11.0

TIT

AN

73/

TIT

AN

73/

311.60 = -2.00

307.60 = -6.00

6.00

6.00

SECTION D-D

1:50

313.60 = ±0.00

313.80 = +0.20

304.00 = -9.60

-8.93

1.50

8.9

2.5

301.50 = -12.10

1.50

2.0

4.0

3.6

40°

40°

13.0

11.0

TIT

AN

73/

TIT

AN

73/

6.00

6.00

0,00

0,58

1,20

2,20

4,00

5,00

11,00

15,3015,30

0,58 made ground , coarse GRAVEL, moderately stony, sandy, SLAG, partially cemented, dry-earth-moist, poor drilling progress, light-grey to black, very calciferous 0,62 made ground , CLAY, moderately silty, marly to coarse gravelly, cemented, dry, very stiff, good drilling progress, very calciferous 1,00 lias , CLAY, silty, CLAYSTONE, highly weathered, groundwater table fallen to (3,10 m/24.01.2020), good drilling progress, grey to black, very calciferous

1,80 lias , CLAYSTONE, highly weathered, poor drilling progress, grey to black, very calciferous

1,00 lias , CLAYSTONE, fine-leaved/thin-layer sloped, mica, broken in pieces diameter 3-5 cm, groundwater table (2,50 m/22.01.2020), poor drilling progress, brown to grey, extremely calciferous

6,00 lias , LIME MARL, no graining, conchoidal fracture, big fossils (belemnites), to 8,90 ferrous components, from 8,90 brighter + mica, slightly weathered, weak-slightly hard, poor drilling progress, grey, extremely calciferous

4,30 , CLAYSTONE, calcareous to LIMESTONE, clayey, bioturbation, alternating strata, the layers are not longer visible through bioturbation, compact, slightly weathered, medium hard, shaly, poor drilling progress, light-grey to brown, very calciferous

BK 26

313,0

312,0

311,0

310,0

309,0

308,0

307,0

306,0

305,0

304,0

303,0

302,0

301,0

300,0

299,0

298,0

297,0

296,0

313,55 mNN

2,50 m

22.01.2020 3,10 m

24.01.2020

GP 1

0,90-1,00 U1 0,00-1,20

GP 2

1,60-1,70

UP 1

2,20-2,50 U2 1,20-2,55

SPT

2,50-3,10

CGP1

3,10-3,20 U3 2,55-4,00

CGP2

4,30-4,40 U4 4,00-5,00

MIN 1

5,00-5,00 U5 5,00-6,00

CKP1

6,30-6,60

MIN 2

7,00-7,00

MIN 3

9,00-9,00

CKP2

9,50-9,80

MIN 4

11,00-11,00

CKP3

11,20-11,50

MIN 5

15,00-15,00

DPH 11

313,60 mNN

US Army Corps of Engineers ®

SHEET ID

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File details come from the government source that posted it. Updated .