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THE HILLIS GROUP LLC
EASTON, PA, 18042
Unclaimed
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 | IN ADDITION TO THE WORK IDENTIFIED ELSEWHERE IN THE SUBCONTRACT, THE WORK INCLUDES THE STATEMENT OF WORK SET FORTH BELOW OR DESCRIBED BY REFERENCE BELOW.
PROVIDE ALL LABOR, MATERIALS, SUBMITTALS AND SIGNED CONSTRUCTION DAILY REPORTS TO COMPLETE THE B3150 INSTALL FOUNDATIONS FOR NEW EQUIPMENT PER SOW B3150- CO1 INSTALL FOUNDATIONS, ATTACHED HERETO IN ATTACHMENT B
BASIS OF DESIGN: ALL RELEVANT CONSTRUCTION CODES AND STANDARDS, INCLUDING BUT NOT LIMITED TO-
UFC 3-320-06A CONCRETE FLOOR SLABS ON GRADE SUBJECTED TO HEAVY LOADS
ACI 306R-16 GUIDE TO COLD WEATHER CONCRETING
ACI 318-95 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
OSHA 29 CFR 1926.700-706
SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION/CONCRETE AND MASONRY CONSTRUCTION
SUBMITTALS REQUIRED €€Œ CONCRETE DESIGN MIX, REBAR AND MILL CERTIFICATIONS, REBAR CHAIRS, RIGID INSULATION BOARD, AND JOINT FILLER.
WORK AREA # 1 MAT FOUNDATION SLAB
€¢ SAW CUT EXISTING 8€Ͽ½ THICK SLAB FOR 21€„¢-4€Ͽ½ X 5€„¢-11€Ͽ½ PAD (PLUS 2€Ͽ½ ALL SIDES FOR STYROFOAM INSULATION BOARD). WATER FOR SAW CUTTING PROVIDED BY OWNER. THE HILLIS GROUP WILL PROVIDE HOSES. CONCRETE SAW WILL BE ELEC-TRIC SAW POWERED BY A GENERATOR.
€¢ FURNISH AND INSTALL 4€„¢ TALL SHIELD ON THREE SIDES OF WORK AREA
€¢ REMOVE CONCRETE SLAB AND TRANSPORT TO RECYCLING FACILITY
€¢ EXCAVATE TRENCH TO REQUIRED SUBGRADE, COMPACT EXISTING EARTH WITH PLATE TAMPER AND INSTALL 8€Ͽ½ LAYER OF #57 STONE. PROPOSAL IS BASED ON MACHINE EXCAVATION WITH TIER 4 EXCAVATOR AND SKID STEERS TO REMOVE SPOILS FROM BUILDING.
€¢ EXCESS SPOILS TO BE DISPOSED NEXT TO/BEHIND BUILDING 907, AS DIRECTED BY PICATINNY ENVIRONMENTAL AFFAIRS. PROPOSAL IS BASED ON DISPOSAL AREA BEING AVAILABLE DURING WORKING HOURS OF THIS OPERATION
€¢ FURNISH AND INSTALL 2€Ͽ½ RIGID INSULATION AROUND ENTIRE PERIMETER OF NEW FOUNDATION SLAB
€¢ FURNISH AND INSTALL (16) CORRUGATED TUBE BOLT PROTECTORS.
€¢ POUR FOUNDATION PAD (21€„¢-4€Ͽ½ LONG X 5€„¢-11€Ͽ½ WIDE X 2€„¢-0€Ͽ½ THICK) WITH 4000 PSI NORMAL WEIGHT CONCRETE REIN-FORCED WITH TWO LAYERS OF #6 @ 12€Ͽ½ ON CENTER EACH WAY. PROPOSAL IS BASED ON DIRECT TRUCK ACCESS INSIDE BUILDING.
€¢ INSPECTION FOR PLACEMENT OF REINFORCING STEEL
€¢ CONCRETE MATERIAL TESTING
€¢ CAULK JOINT
WORK AREA # 2 - OUTDOOR PAD
€¢ INSTALL PERIMETER FORM AT OUTSIDE FACE OF EXISTING CURB. HEIGHT OF FORM TO BE 4€Ͽ½ ABOVE EXISTING MAT FOUNDA-TION. PAD SIZE IS APPROX. 15€„¢-0€Ͽ½ X 15€„¢-0€Ͽ½
€¢ INFILL AREA BETWEEN CURB AND FOUNDATION WITH CLEAN STONE FLUSH TO TOP OF CURB
€¢ CUT OFF AND CAP CONDUITS FLUSH WITH TOP OF PAD
€¢ EXCESS SPOILS TO BE DISPOSED NEXT TO/BEHIND BUILDING 907, AS DIRECTED BY PICATINNY ENVIRONMENTAL AFFAIRS.
€¢ POUR 4000 PSI CONCRETE SLAB REINFORCED WITH A SINGLE LAYER OF 6/6 X 4/4 WELDED WIRE MESH
€¢ CONCRETE MATERIAL TESTING FOR SLAB POUR
€¢ STRIP FORMS AND CLEAN UP AREA
WORK WILL START AT 2:30 P.M. AND TERMINATE AT 10:30 P.M. FOR THE INTERIOR WORK AND 7:00 A.M. TO 3:30 P.M. FOR THE EXTERIOR WORK. 24700-0387 · Prime awardUSAspending | W15QKN20D5006USAspending | $39,815 | Jan 10, 2022 | — – — |
Contract vehicles are shown only when present in the source record. Linked award numbers and vehicles open the authoritative record on USAspending.gov.