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WALLACE, MONTGOMERY & ASSOCIATES, L.L.P.
Doing business as WALLACE MONTGOMERY
HUNT VALLEY, MD, 21030
UnclaimedClaim this profile (free)
Subcontracting experience
1 record from government sources. Past participation is not evidence of current teaming interest.
| Role | Agency | Description | Vehicle | Obligated | Action date | Period |
|---|---|---|---|---|---|---|
| Subcontractor | Department of Defense | TASK 1: GEOTECHNICAL INVESTIGATION AND REPORT DEVELOPMENT
1. PERFORM A GEOTECHNICAL EVALUATION OF THE SITE TO SUPPORT DESIGN OF THE PROPOSED BUILDING AND ASSOCIATED SITE INFRASTRUCTURE. ALL DRILLING WILL BE PERFORMED BY A LICENSED DRILLER WITH A TRACK-MOUNTED DRILL RIG TO COMPLETE THE PROPOSED BORING SCHEDULE OUTLINED BELOW WITHIN PROXIMITY TO THE PROPOSED BUILDING FOOTPRINT. ALL BORINGS WILL BE ADVANCED TO THE SPECIFIED DEPTHS OR UNTIL REFUSAL. BORINGS WILL BE SAMPLED CONTINUOUSLY FOR THE FIRST 20’, THEN EVERY 5’ THEREAFTER AND WILL INCLUDE SPT TESTING. UP TO TWO SHELBY TUBE SAMPLES WILL BE COLLECTED DURING THE DRILLING OPERATION IF CLAY MATERIAL IS ENCOUNTERED. A MINIMUM OF 20% OF THE BORINGS WILL REMAIN OPEN TO ALLOW FOR 24-HOUR GROUNDWATER READINGS. BORINGS WILL BE BACKFILLED WITH CUTTINGS AND BORINGS WITHIN ASPHALT AREAS WILL BE HAND PATCHED WITH COLD PATCH MATERIAL. EXCESS CUTTINGS WILL BE REMOVED FROM THE SITE AND DISTURBED SOIL WILL BE SEEDED AND MULCHED. PROVIDE CERTIFIED PERSONNEL TO BE ON SITE DURING THE BORINGS OPERATIONS TO PROVIDE OVERSIGHT, SAMPLE COLLECTION, AND DEVELOP GEOTECHNICAL LOGS.
A. 1 BORING TO 100’
B. 3 BORINGS TO 30’
2. COORDINATE WITH A LICENSED SUBCONTRACTOR TO COMPLETE SHEAR WAVE VELOCITY TESTING TO CONFIRM THE SITE-SPECIFIC SITE SEISMIC CLASS CATEGORY. SHEAR WAVE VELOCITY TESTING WILL BE PERFORMED ON THE SINGLE 100- DEEP BOREHOLE.
3. DEVELOP A GEOTECHNICAL RECOMMENDATIONS REPORT THAT WILL ADHERE TO THE REQUIREMENTS OUTLINED IN AS PER THE RFP SPECIFICATIONS IN VOLUME 01, DIVISION 01, 01 10 10 STATEMENT OF WORK, SECTION 6.7.4.3 CONTRACTOR-PROVIDED GEOTECHNICAL REPORT AND UFC 3-220-01. INFORMATION IN THE REPORT WILL INCLUDE, BUT IS NOT LIMITED TO, LABORATORY TESTING RESULTS, FOUNDATION RECOMMENDATIONS, UNDERGROUND UTILITY DISCUSSION, SOIL STABILIZATION, SLOPE STABILITY, SETTLEMENT ANALYSIS, SURCHARGE PROGRAM RECOMMENDATIONS, IN-SITU SOIL BEARING CAPACITY ANALYSIS, COMPACTION REQUIREMENTS, AND SHEETING AND SHORING CONSIDERATIONS. ASSUMES THE PORTION OF THE SCOPE INCLUDING ENVIRONMENTAL TESTING AND REMEDIAL MEASURES WILL BE COMPLETED BY OTHERS. INCLUDE FINDINGS FROM THESE ACTIVITIES, PROVIDED BY OTHERS, IN THE GEOTECHNICAL REPORT.
TASK 2: OPTIONAL FILL MATERIAL TESTING
1. COLLECT A SOIL SAMPLE AND COORDINATE SOIL CHEMICAL TESTING FOR IMPORTED FILL MATERIAL TO VERIFY IF IMPORT MATERIAL MEETS THE PROJECT SPECIFICATIONS. DEVELOP A MEMO OUTLINING THE FINDINGS AND WILL INCLUDE A COPY OF THE LABORATORY TESTING ANALYSIS. ASSUMED 2 BORROW MATERIAL LOCATIONS WILL BE SAMPLED. SVI-2319079-WMA-F037 Parent award context Parent award agency: Department of Defense · Department of the Army Parent award NAICS: 236220 Parent award performance state: DE Parent award description: BASE BID: NEW FACILITY AT DOVER AFB (PF) View parent award on USAspending | W912DY25D0017USAspending | $53,000 | May 21, 2026 | — – — |
Contract vehicles are shown only when present in the source record. Linked award numbers and vehicles open the authoritative record on USAspending.gov.
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